• Abadel AA, Albidah AS (2021) Investigation of Shear Reinforcement Schemes for RC Deep Beams. Arabian Journal for Science and Engineering, 46(5):4747–4763.

  • Abbas T, Kavrakov I, Morgenthal G, Lahmer T (2020a) Prediction of aeroelastic response of bridge decks using artificial neural networks. Comput Struct 231:106198


    Google Scholar
     

  • Abbas FM, Naeem UA, Ghani U, Ahmad ATF (2020b) Experimental study of inclined bridge pier scouring. Mehran Univ Res J Eng Technol 39(4):859–870


    Google Scholar
     

  • Abramowicz M, Berczyński S and Wróblewski T. (2020) Modelling and parameter identification of steel–concrete composite beams in 3D rigid finite element method. Archives of Civil and Mechanical Engineering 20.

  • Ahmadi E, Kashani MM (2020) Numerical investigation of nonlinear static and dynamic behaviour of self-centring rocking segmental bridge piers. Soil Dyn Earthq Eng 128:105876


    Google Scholar
     

  • Alabduljabbar H, Haido JH, Alyousef R, Yousif ST, McConnell J, Wakil K, Jermsittiparsert K (2020) Prediction of the flexural behavior of corroded concrete beams using combined method. Structures 25:1000–1008


    Google Scholar
     

  • Alani AM, Tosti F, Ciampoli LB, Gagliardi V, Benedetto A (2020) An integrated investigative approach in health monitoring of masonry arch bridges using GPR and InSAR technologies. NDT E Int 115:102288


    Google Scholar
     

  • Algohi B, Svecova D, Mufti A, Bakht B, Thomson D (2020) Long-term study on the effect of temperature on composite action and variation of neutral axis in slab on girder bridges. Struct Health Monit 19(5):1577–1589


    Google Scholar
     

  • Allahyari H, Heidarpour A, Shayan A, Nguyen VP (2020) A robust time-dependent model of alkali-silica reaction at different temperatures. Cem Concr Compos 106:103460


    Google Scholar
     

  • Al-Rousan R (2020) Behavior of prefabricated full-depth precast concrete bridge deck panel system: optimum Prestress level. Procedia Manufact 44:607–614


    Google Scholar
     

  • Álvarez AJ, Nieto F, Kwok KCS, Hernández S (2021) A computational study on the aerodynamics of a twin-box bridge with a focus on the spanwise features. J Wind Eng Ind Aerodyn 209:104465


    Google Scholar
     

  • Amir M, Papakonstantinou KG, Warn GP (2020) A consistent Timoshenko hysteretic beam finite element model. Int J Non-Linear Mechan 119:103218


    Google Scholar
     

  • An R, Wang Y, Zhou L, et al. (2020) Experiment and analytical model of shear stud connectors under combined tension and shear force. Journal of Chang’an University(Natural Science Edition) 40:42–52

  • Arıkoğlu P, Baran E and Topkaya C. (2020) Behavior of channel connectors in steel-concrete composite beams with precast slabs. J Constructional Steel Res 172

  • Azari H, Ghorbanpoor A, Shams S (2020) Development of robotic nondestructive testing of steel corrosion of Prestressed concrete bridge girders using magnetic flux leakage system. Transp Res Rec 2674(8):466–476


    Google Scholar
     

  • Bae H, Jang K, An Y-K (2021) Deep super resolution crack network (SrcNet) for improving computer vision–based automated crack detectability in in situ bridges. Struct Health Monit 20(4):1428–1442


    Google Scholar
     

  • Baek H, Jun BH, Noh MD (2020) The application of sector-scanning sonar: strategy for efficient and precise sector-scanning using freedom of underwater walking robot in shallow water. Sensors 20(13):3654


    Google Scholar
     

  • Bai H, Li R, Xu G, Kareem A (2021) Aerodynamic performance of Π-shaped composite deck cable-stayed bridges including VIV mitigation measures. J Wind Eng Ind Aerodyn 208:104451


    Google Scholar
     

  • Bai LH, Zhang XB, Shen RL, Peng D (2020) Effect of pylon segment connection on ultimate capacity of intermediate steel pylon for multi-span suspension bridge. J Disas Prev Mitig Eng 40(2):74–81


    Google Scholar
     

  • Balomenos GP, Kameshwar S, Padgett JE (2020) Parameterized fragility models for multi-bridge classes subjected to hurricane loads. Eng Struct 208:110213


    Google Scholar
     

  • Banihabib Mohammad Ebrahim, Jurik L, Kazemi MS, Soltani J, Tanhapour M (2020) A hybrid intelligence model for the prediction of the peak flow of debris floods. Water 12(8):2246

  • Bera KK, Chandiramani NK (2020) Aeroelastic flutter control of a bridge using rotating mass dampers and winglets. J Vibration Contr 26(23–24):2185–2192

    MathSciNet 

    Google Scholar
     

  • Bolourian N, Hammad A (2020) LiDAR-equipped UAV path planning considering potential locations of defects for bridge inspection. Autom Constr 117:103250


    Google Scholar
     

  • Boomeri V, Tourajizadeh H (2020) Design, modeling, and control of a new manipulating climbing robot through infrastructures using adaptive force control method. Robotica 38(11):2039–2059


    Google Scholar
     

  • Breccolotti M (2020) Eigenfrequencies of continuous prestressed concrete bridges subjected to prestress losses. Structures 25

  • Brito (2020) Bidirectional shaking table tests of a low-cost friction sliding system with flat-inclined surfaces. Earthq Eng Struct Dyn 49(8):817–837


    Google Scholar
     

  • Cai WP (2020) Research on shear performance of steel-UHPC composite bridge deck based on steel pipe connectors. Highway Eng 45(2):14–20


    Google Scholar
     

  • Cao S, Zhang Y, Tian H, Ma R, Chang W, Chen A (2020) Drive comfort and safety evaluation for vortex-induced vibration of a suspension bridge based on monitoring data. J Wind Eng Ind Aerodyn 204:104266


    Google Scholar
     

  • Changyong L, Qi L, Xiaoke L, Xiaoyan Z, Shunbo Z (2020) Elasto-plastic bending behaviors of steel fiber reinforced expanded-shale lightweight concrete beams analyzed by nonlinear finite-element method. Case Stud Constr Mater 13:e00372


    Google Scholar
     

  • Chaoqun Z, Ji-Hua Z, Cheng X, Yanru L, Dawang L, Joost W (2020) Analytical model for the prediction of the tensile behaviour of corroded steel bars. Constr Build Mater 258:120290


    Google Scholar
     

  • Chataigner S, Wahbeh M, Garcia-Sanchez D, Benzarti K, Birtel V, Fischer M, Sopeña L, Boundouki R, Lehmann F, Martín E, Gemignani G, Zalbide M (2020) Fatigue strengthening of steel bridges with adhesively bonded CFRP laminates: case study. J Compos Construct Am Soc Civil Eng 24(3):05020002


    Google Scholar
     

  • Chen X, Li C (2020) Seismic performance of tall pier bridges retrofitted with lead rubber bearings and rocking foundation. Eng Struct 212:110529


    Google Scholar
     

  • Chen G, Wang YC (2020) Study of using phased array ultrasonic testing method to inspect u-rib full penetration fillet weld. Bridge Construct 50(6):33–38


    Google Scholar
     

  • Chen AJ, Peng RX, Wang JJ et al (2020a) Aseismic performance of double-limb thin-walled piers of a large-span continuous rigid frame bridge. J Vibration Shock 39(01):1–7


    Google Scholar
     

  • Chen, E., Berrocal, C. G., Löfgren, I., & Lundgren, K. (2020b). Correlation between concrete cracks and corrosion characteristics of steel reinforcement in pre-cracked plain and fibre-reinforced concrete beams. Mater Struct 53(2):1–22.

  • Chen JY, Du XL, Han Q et al (2020c) Analysis of seismic response and collapse resistance of rocking double-deck bridge system. Eng Mechan 37(10):56–69


    Google Scholar
     

  • Chen W-L, Chen G-B, Xu F, Huang Y, Gao D-L, Li H (2020d) Suppression of vortex-induced vibration of a circular cylinder by a passive-jet flow control. J Wind Eng Ind Aerodyn 199:104119


    Google Scholar
     

  • Chen X, Xia X, Zhang X, Gao J (2020e) Seismic performance and design of bridge piers with rocking isolation. Struct Eng Mechan 73(4):447–454


    Google Scholar
     

  • Chen Y, Hu B, Zou J, Zhang W, Jin G (2020f) Design and fabrication of a multi-motion mode soft crawling robot. J Bionic Eng 17(5):932–943


    Google Scholar
     

  • Chen YY, Dong JC, Tong ZJ, Jiang RJ, Yue Y (2020g) Flexural behavior of composite box girders with corrugated steel webs and trusses. Eng Struct 209:110275


    Google Scholar
     

  • Chen Z, Zhang R, Zheng J, Sun H (2020h) Sparse Bayesian learning for structural damage identification. Mech Syst Signal Process 140:106689


    Google Scholar
     

  • Cheng J, Xu H, Xu M (2020) Study on mid-tower longitudinal stiffness of three-tower four-span suspension bridges with steel truss girders. Struct Eng Mech 73(6):641–649


    Google Scholar
     

  • Chuanqing Fu, Jiahui H, Zheng D, Wenjie Y, Xiang-Lin G (2020) Experimental and numerical study of an electromagnetic sensor for non-destructive evaluation of steel corrosion in concrete. Sensors Actuators A Phys 315:112371

  • Cid Montoya M, Hernández S, Nieto F, Kareem A (2020) Aero-structural design of bridges focusing on the buffeting response: formulation, parametric studies and deck shape tailoring. J Wind Eng Ind Aerodyn 204:104243


    Google Scholar
     

  • Cladera A, Montoya-Coronado LA, Ruiz-Pinilla JG, Ribas C (2020) Shear strengthening of slender reinforced concrete T-shaped beams using iron-based shape memory alloy strips. Eng Struct 221:111018


    Google Scholar
     

  • Cui C, Xu Y-L, Zhang Q-H (2021) Multiscale fatigue damage evolution in orthotropic steel deck of cable-stayed bridges. Eng Struct 237:112144


    Google Scholar
     

  • Cui CJ, Chen AR, Ma RJ (2020a) Stability assessment of a suspension bridge considering the tanker fire nearby steel-pylon. J Constr Steel Res 172:106186


    Google Scholar
     

  • Cui S, Liu P, Yan X, Fu F, Zhu B (2020b) Simulation study on coupled vibration of train-bridge system of cross-sea bridge under crosswind condition. J China Railway Soc 42(06):93–101


    Google Scholar
     

  • D’Amico F, Gagliardi V, Ciampoli LB, Tosti F (2020) Integration of InSAR and GPR techniques for monitoring transition areas in railway bridges. NDT E Int 115:102291


    Google Scholar
     

  • Dai J, Xu Z-D, Gai P-P (2020) Parameter determination of the tuned mass damper mitigating the vortex-induced vibration in bridges. Eng Struct 221:111084


    Google Scholar
     

  • Das D, Ayoub A. (2020) Mixed Formulation of Inelastic Composite Shear Beam Element.” J Struct Eng 146(10)

  • Di J, Han B, Qin F (2020) Investigation of U-bar joints between precast bridge decks loaded in combined bending and shear. Structures 27:37–45


    Google Scholar
     

  • Diana G, Omarini S (2020) A non-linear method to compute the buffeting response of a bridge validation of the model through wind tunnel tests. J Wind Eng Ind Aerodyn 201:104163


    Google Scholar
     

  • Dong (2020) Structural displacement monitoring using deep learning-based full field optical flow methods. Struct Infrastruct Eng 16(1):51–71


    Google Scholar
     

  • Dong Z, Mai Z, Yin S, Wang J, Fei Y (2020) A weld line detection robot based on structure light for automatic NDT. Int J Adv Manuf Technol 111(7–8):1–15


    Google Scholar
     

  • Dorafshan Sattar, Azari H (2020) Evaluation of bridge decks with overlays using impact echo, a deep learning approach. Autom Constr 113:103133

  • Doroudi Y, Fernando D, Zhou H, Nguyen VT, Ghafoori E (2020) Fatigue behavior of FRP-to-steel bonded interface: an experimental study with a damage plasticity model. Int J Fatigue 139:105785


    Google Scholar
     

  • Du HL, Qin DY, Luo XB et al (2019) Construction control of super long span arch bridge. Highway 64(06):120–125


    Google Scholar
     

  • Duan Isailović, Stojanovic V, Trapp M, Richter R, Dllner J (2020a) Bridge damage: detection, IFC-based semantic enrichment and visualization. Autom Constr 112:103088

  • Duan JH, Cao FH, Lin F et al (2020b) Seismic response of a suspension bridge tower installed with composite beam subjected to near-field earthquake. J Vib Shock 39(09):221–228


    Google Scholar
     

  • Duan L, Wang CS, Zhai MS (2020) Monitoring and evaluation of fatigue damage for orthotropic steel deck using acoustic emission technology. J Traffic Transport Eng 20(1):60–73

  • Ekolu SO (2020) Implications of global CO 2 emissions on natural carbonation and service lifespan of concrete infrastructures – reliability analysis. Cem Concr Compos 114:103744


    Google Scholar
     

  • Elrehim MZA, Eid MA, Sayed MG (2019) Structural optimization of concrete arch bridges using genetic algorithms. Ain Shams Eng J 10(3):507–516


    Google Scholar
     

  • Erdenebat (2020) Application of the DAD method for damage localisation on an existing bridge structure using close -range UAV photogrammetry. Eng Struct 218:110727


    Google Scholar
     

  • Erdogan YS, Catbas NF (2020) Seismic response of a highway bridge in case of vehicle-bridge dynamic interaction. Earthq Struct 18(1):1–14


    Google Scholar
     

  • Eugene JO, Barbara H, Aleš Ž, Franck S, Guillaume C, Thierry Y (2020) Validation of bridge health monitoring system using temperature as a proxy for damage. Struct Control Health Monit 27(9):e2588


    Google Scholar
     

  • Fan J, Gou S, Ding R, et al. (2020a) Experimental and analytical research on the flexural behaviour of steel–ECC composite beams under negative bending moments. Engineering Structures 210

  • Fan JS, Liu, Liu YF (2020b) Review of temperature distribution and temperature effects of steel-concrete composite girder bridges in China. China J Highw Transp 33(04):1–13

  • Fan JS, Wang Z, Yang S, Chen F, Ding R (2020c) Experimental study on and analytical solution of the elastic bending behavior of steel-UHPC composite box girders. Eng Mech 37(11):36–46

  • Fan J-J, Feng D-C, Wu G, Hou S, Lu Y (2020d) Experimental study of prefabricated RC column-foundation assemblies with two different connection methods and using large-diameter reinforcing bars. Eng Struct 205:110075

  • Fang Z, Ding Y, Wei X, Li A, Geng F (2020) Fatigue failure and optimization of double-sided weld in orthotropic steel bridge decks. Eng Fail Anal 116:104750


    Google Scholar
     

  • Farshad H, Mahdi Y (2020) The probabilistic seismic assessment of aged concrete arch bridges: the role of soil-structure interaction. Structures 28:894–904


    Google Scholar
     

  • Feng Y, Jiang L and Zhou W. (2019) Improved Analytical Method to Investigate the Dynamic Characteristics of Composite Box Beam with Corrugated Webs. Int J Steel Struct 20:194–206

  • Ferraro D, Fenocchi A, Gaudio R (2020) Hydrodynamics of a bordered collar as a countermeasure against pier scouring. Proc Royal Soc A Math Phys Eng Sci 476(2242):20200393


    Google Scholar
     

  • Fiorillo G, Nassif H (2020) Development of a risk assessment module for bridge management systems in new Jersey. Transp Res Rec 2674(9):324–337


    Google Scholar
     

  • Fleischhacke A, Ghonima O, Schumacher T (2020) Bayesian survival analysis for US concrete highway bridge decks. J Infrastruct Syst 26(1):04020001.1–04020001.11


    Google Scholar
     

  • Gadallah R, Tsutsumi S, Yonezawa T, Shimanuki H (2020) Residual stress measurement at the weld root of rib-to-deck welded joints in orthotropic steel bridge decks using the contour method. Eng Struct 219:110946


    Google Scholar
     

  • Gao (2020) Flexural behaviour of horizontally curved I-girders with round concrete-filled tubular flange. J Constr Steel Res 170:106090


    Google Scholar
     

  • Gao G, Zhu L, Li J, Han W (2020a) Application of a new empirical model of nonlinear self-excited force to torsional vortex-induced vibration and nonlinear flutter of bluff bridge sections. J Wind Eng Ind Aerodyn 205:104313


    Google Scholar
     

  • Gao G, Zhu L, Li J, Han W, Yao B (2020b) A novel two-degree-of-freedom model of nonlinear self-excited force for coupled flutter instability of bridge decks. J Sound Vib 480:115406


    Google Scholar
     

  • Gao H, Sun Q (2020) Static field test on flexural behavior of reinforced concrete T-beam bridge strengthened with MPC-PSWR. Int J Struct Integr 11(3)

  • Gao J, Lin X (2020) Analysis of damping performance of frictional pendulum bearings in long-span cable-stayed bridge. Bridge Construct 50(02):55–60


    Google Scholar
     

  • Giovanni M, Gaetano C (2021) Use of fiber-section beam elements for modelling the monotonic flexural response of RC jacketed columns. Eng Struct 228:111503


    Google Scholar
     

  • Gong C, Frangopol DM (2020) Reliability of steel girder bridges with dependent corrosion growth. Eng Struct 224:111125


    Google Scholar
     

  • Gou H, Liu C, Hua H, Bao Y, Pu Q (2021) Mapping relationship between dynamic responses of high-speed trains and additional bridge deformations. J Vib Control 27(9–10):1051–1062


    Google Scholar
     

  • Greco F, Lonetti P, Nevone BP (2020) Vulnerability analysis of bridge superstructures under extreme fluid actions. J Fluids Struct 93(C):102843


    Google Scholar
     

  • Gu H, Li Q (2020) Updating deterioration models of reinforced concrete structures in carbonation environment using in-situ inspection data. Struct Infrastruct Eng 0(0):1–12


    Google Scholar
     

  • Gu B, Zhou FY, Gao W, Xie FZ, Lei LH (2020a) Temperature gradient and its effect on Long-span Prestressed concrete box girder bridge. Adv Civil Eng:1–18

  • Gu HY, Liu TH, Jiang ZW, Guo ZJ (2020b) Research on the wind -sheltering performance of different forms of corrugated wind barriers on railway bridges. J Wind Eng Ind Aerodyn 201:14


    Google Scholar
     

  • Guest G, Zhang J, Atadero R, Shirkhani H (2020) Incorporating the effects of climate change into bridge deterioration modeling: the case of slab-on-girder highway bridge deck designs across Canada. J Mater Civil Eng 32(7):04020175 Asce-Amer Soc Civil Engineers, Reston


    Google Scholar
     

  • Guo Q, Chen QW, Xing Y, Xu YN, Zhu Y (2020a) Experimental Study of Friction Resistance between Steel and Concrete in Prefabricated Composite Beam with High-Strength Frictional Bolt. Advances in Materials Science and Engineering, 2020.

  • Guo R, Hu W, Li M, Wang B (2020b) Study on the flexural strengthening effect of RC beams reinforced by FRP grid with PCM shotcrete. Compos Struct 239:112000


    Google Scholar
     

  • Haber ZB, Graybeal BA and Nakashoji B. (2020) Ultimate Behavior of Deck-to-Girder Composite Connection Details Using UHPC. J Bridge Eng 25

  • Hájek R, Horníková K, Foglar M (2020) Numerical assessment of the response of a heterogeneous concrete-based composite bridge deck to a near field explosion. Eng Struct 225:111206


    Google Scholar
     

  • Han C, Zhang J, Zhou D, et al. (2020a) Computing Creep Secondary Internal Forces in Continuous Steel–Concrete Composite Beam Constructed through Segmented Pouring. J Struct Eng 146

  • Han Y, Liu Y, Hu P, Cai CS, Xu GJ, Huang JY (2020b) Effect of unsteady aerodynamic loads on driving safety and comfort of trains running on bridges. Adv Struct Eng 23(13):2898–2910

  • Hassan (2020) Experimental research on torsional strength of synthetic/steel fiber-reinforced hollow concrete beam. Eng Struct 220:110948


    Google Scholar
     

  • He KL, Xu W, Hu DY (2020a) Seismic performance analysis of long span deck rigid frame arch bridge based on traveling wave effect. Railway Eng 60(10):21–24


    Google Scholar
     

  • He L-G, Hung H-H, Chuang C-Y, Huang C-W (2020b) Seismic assessments for scoured bridges with pile foundations. Eng Struct 211:110454

  • He J, Li X, Li C, et al. (2020a) A novel asynchronous-pouring-construction technology for prestressed concrete box girder bridges with corrugated steel webs. Structures 27:1940–1950

  • He S, Fang Z, Mosallam AS, et al. (2020c) Behavior of CFSC-Encased Shear Connectors in Steel-Concrete Joints: Push-Out Tests. J Struct Eng 146

  • He XY, Su QT, Jiang X et al (2020) Mechanical properties of orthotropic bridge slab bonded with epoxy adhesive on rigid pavement. J Harbin Institute Technol 52(9):25–31

  • He XY, Xiang YQ, Chen ZY (2020d) Improved method for shear lag analysis of thin-walled box girders considering axial equilibrium and shear deformation. Thin-Walled Struct 151:106732

  • He ZG, Lin PZ, Liu YL (2020) Local stress analysis in welding area of U-rib of steel deck considering welding residual stress. Eng Sci Technol 52(4):132–140

  • Henriques D, Gonçalves R, Sousa C, et al. (2020) GBT-based time-dependent analysis of steel-concrete composite beams including shear lag and concrete cracking effects. Thin-Walled Structures 150

  • Hillhouse B and Prinz GS. (2020) Effects of Clustering and Flange Surface Friction on Headed Shear Stud Demands. J Bridge Eng 25

  • Hironobu T, Eiki Y, Minoru M (2018) Consideration of plastic deformation capacity of spheroidal graphite cast iron to deck slab for highway bridge. 鋼構造論文集 64(0):109–119


    Google Scholar
     

  • Hironobu T, Minoru M, Eiichiro S et al (2017) Fundamental study of application of spheroidal graphite cast iron to deck slab for highway bridge. 鋼構造論文集 24(95):13–95


    Google Scholar
     

  • Honarvar E, Sritharan S, Rouse JM, Meeker WQ (2020) Probabilistic approach to integrating thermal effects in camber and stress analyses of concrete beams. J Bridge Eng 25(4):04020010


    Google Scholar
     

  • Hong (2020) Displacement shape measurement of continuous beam bridges based on long-gauge fiber optic sensing. Opt Fiber Technol 56:102178


    Google Scholar
     

  • Hossain S, M, Mamun, MS, Mirza, O., and Mashiri, F. (2020a) Behaviour of blind bolt shear connectors subjected to static and fatigue loading. Engineering Structures 214

  • Hossain T, Segura S, Okeil AM (2020) Structural effects of temperature gradient on a continuous prestressed concrete girder bridge: analysis and field measurements. Struct Infrastruct Eng 16(11):1539–1550


    Google Scholar
     

  • Hou HT, Zang ZY, Liu JW, Ji KF, Wang YM (2020) Experimental study on the introduction of new fully assembled steel-concrete composite beam connectors. Eng Mechan 37(02):201–210


    Google Scholar
     

  • Hu C, Zhao L, Zhou Z, Ge Y (2020a) Suppressing mechanism of spoilers on vortex-induced vibrations around a streamlined closes-box girder based on characteristic of aerodynamics forces and flow field. J Vib Eng 33(1):1–11


    Google Scholar
     

  • Hu J, Wang L, Song X, Sun Z, Cui J, Huang G (2020b) Field monitoring and response characteristics of longitudinal movements of expansion joints in long-span suspension bridges. Measurement 162:107933


    Google Scholar
     

  • Hu Y, Meloni M, Cheng Z, et al. (2020c) Flexural performance of steel-UHPC composite beams with shear pockets. Struct 27:570–582

  • Huang CC, Li YY, Yuan T (2020a) Application of BIM technology in the scheme design of bridge-tunnel junction. J China Foreign Highway 40(05):236–239


    Google Scholar
     

  • Huang C, Huang Z, You W, et al. (2020b) Experiment on mechanical properties of rubber-shear stud composite shear connector. J Civil Eng Manage 37:85–90

  • Huang HX, Zhang WX, Cheng SS (2020c) Numerical analysis of seismic performance for circular PC bridge piers reinforced with circular steel tubes based on OPENSEES. Earthquake Resist Eng Retrofit 42(02):113–120

  • Huang L, Ye H, Jin X, Jin N, Xu Z (2020d) Corrosion-induced shear performance degradation of reinforced concrete beams. Constr Build Mater 248:118668

  • Huang Q, Shan YS, Song XD, Li L, Li WZ (2020e) Static stability analysis of Long-span earth-anchored suspension bridge. J Harbin Institute Technol 52(6):146–154


    Google Scholar
     

  • Huang YF, Ma J, Xia ZX (2020f) Aseismic system of medium-span cable-stayed bridge in strong earthquake area. J Vibration Shock 39(15):237–242

  • Huang Z, Lei J, Guo S, Tu J (2020g) Fatigue performance of U-rib butt welds in orthotropic steel decks. Eng Struct 211:110485

  • Huang QC, Teng N (2020) Sunlight temperature effect analysis of large-scale box girder of high-speed maglev. Railway Standard Des 64(09):75–81


    Google Scholar
     

  • Izadi M, Motavalli M, Ghafoori E (2019) Iron-based shape memory alloy (Fe-SMA) for fatigue strengthening of cracked steel bridge connections. Constr Build Mater 227:116800


    Google Scholar
     

  • Ji BH, Chen NN (2020) Fatigue strength analysis of weld seam between U-rib and diaphragm on steel bridge deck. J Beijing Jiaotong Univ 44(6):110–117


    Google Scholar
     

  • Jia J, Zhang K, Saiidi MS, Guo Y, Wu S, Bi K, Du X (2020a) Seismic evaluation of precast bridge columns with built-in elastomeric pads. Soil Dyn Earthq Eng 128:105868


    Google Scholar
     

  • Jia J, Zhang K, Wu S, Guo Y, Du X, Wang X (2020b) Seismic performance of self-centering precast segmental bridge columns under different lateral loading directions. Eng Struct 221:111037


    Google Scholar
     

  • Jia J, Zhao L, Wu S, Wang X, Bai Y, Wei Y (2020c) Experimental investigation on the seismic performance of low-level corroded and retrofitted reinforced concrete bridge columns with CFRP fabric. Eng Struct 209:110225


    Google Scholar
     

  • Jia Yi, Zhao Renda, Zhao chenggong, Li Fuhai, Xu Zhiqiang (2020d) Seismic system of long span composite girder cable stayed bridge. J Jilin Univ Engl Ed 50(06):2167–2177

  • Jian B, Su Y, Li M (2020) Buffeting response of cable-stayed bridge during construction under skew winds and pylon interference. KSCE J Civ Eng 24(10):2971–2979


    Google Scholar
     

  • Jiang F, Ji BH, Wang YX (2020) Fatigue performance of two new types of U-rib to deck welded joints. J Hefei Univ Technol 43(10):1391–1397+1421


    Google Scholar
     

  • Jiang L, Yongjian L, Chenyu Z, Qiuhong Z, Yi L, Lei J (2020a) Temperature action and effect of concrete-filled steel tubular bridges: a review. J Traffic Transport Eng 7(2):174–191


    Google Scholar
     

  • Jiang L, Yongjian L, Guojing Z, Lei J, Xinkai Y (2020b) Prediction formula for temperature gradient of concrete-filled steel tubular member with an arbitrary inclination. J Bridg Eng 25(10):04020076


    Google Scholar
     

  • Jie Z, Wang W, Chen C, Wang K (2021) Local approaches and XFEM used to estimate life of CFRP repaired cracked welded joints under fatigue loading. Compos Struct 260:113251


    Google Scholar
     

  • Jin Z, Yuan L, Pei S (2020) Efficient evaluation of bridge deformation for running safety of railway vehicles using simplified models. Adv Struct Eng 23(3):454–467


    Google Scholar
     

  • Jung H, Im S-B, An Y-K (2020) Probability-based concrete carbonation prediction using on-site data. Appl Sci 10(12):4330


    Google Scholar
     

  • Jung S (2020) Bridge inspection using unmanned aerial vehicle based on HG-SLAM: hierarchical graph-based SLAM. Remote Sens 12(18):3022


    Google Scholar
     

  • Kalfarisi R, Wu ZY, Soh K (2020) Crack detection and segmentation using deep learning with 3D reality mesh model for quantitative assessment and integrated visualization. J Comput Civ Eng 34(3):04020010


    Google Scholar
     

  • Kalibhat MG and Upadhyay A (2020a) Numerical modeling of continuous steel concrete composite girders considering cracking of concrete. Structures 27:1313–1323

  • Kalibhat MG and Upadhyay A (2020b) Numerical study on the deformation behavior of steel concrete composite girders considering partial shear interaction. Structures 23:437–446

  • Kang AZ, Yin RT, Zhu B, Li X, Zhang JW (2020) Numerical simulation of wave-current forces acting on cofferdam for sea-crossing bridge based on large Eddy simulation. J Southwest Jiaotong Univ 55(03):537–544+589


    Google Scholar
     

  • Kang MS, Kang JW, Kee S-H, et al. (2020b) Damage Evaluation of Composite Beams Under Fire Conditions. Int J Steel Struct 20:1996–2008

  • Karim MM, Dagli CH, Qin R (2020) Modeling and simulation of a robotic bridge inspection system. Procedia Comput Sci 168:177–185


    Google Scholar
     

  • Karimipour Arash, Edalati M (2020) Shear and flexural performance of low, normal and high-strength concrete beams reinforced with longitudinal SMA, GFRP and steel rebars. Eng Struct 221:111086

  • Karthik MM, Mander JB, Hurlebaus S (2020) Simulating behaviour of large reinforced concrete beam-column joints subject to ASR/DEF deterioration and influence of corrosion. Eng Struct 222:111064


    Google Scholar
     

  • Kasper Y, Albiez M, Ummenhofer T, Mayer C, Meier T, Choffat F, Ciupack Y, Pasternak H (2021) Application of toughened epoxy-adhesives for strengthening of fatigue-damaged steel structures. Constr Build Mater 275:121579


    Google Scholar
     

  • Kere KJ, Huang Q (2019) Life-cycle cost comparison of corrosion management strategies for steel bridges. J Bridg Eng 24(4):04019007


    Google Scholar
     

  • Kim (2020) Image-based back analysis for tension estimation of suspension bridge hanger cables. Struct Control Health Monit 27(4):e2508


    Google Scholar
     

  • Kim H, Yoon J, Sim S-H (2020) Automated bridge component recognition from point clouds using deep learning. Struct Control Health Monit 27(9):e2591


    Google Scholar
     

  • Kinoshita K, Ono Y, Banno Y, Yamada S, Handa M (2020) Application of shot peening for welded joints of existing steel bridges. Welding World 64(4):647–660


    Google Scholar
     

  • Konen P, Vořechovská D, Šomodíková M, Horňáková M, Rovnaníková P (2020) Extended evaluation of durability-related field inspection data from concrete bridges under service. Procedia Struct Integr 26:430–438.

  • Kong SY, Zhuang LD, Tao MX, Fan JS (2020) Load distribution factor for moment of composite bridges with multi-box girders. Eng Struct 215:110716


    Google Scholar
     

  • Koteš P, Strieška M, Bahleda F, Bujňáková P (2020) Prediction of RC bridge member resistance decreasing in time under various conditions in Slovakia. Materials 13(5):1125


    Google Scholar
     

  • Kuryłowicz-Cudowska Aleksandra, Wilde K, Chróścielewski J (2020) Prediction of cast-in-place concrete strength of the extradosed bridge deck based on temperature monitoring and numerical simulations. Constr Build Mater 254:119224

  • Kwon H, Park Y, Shin C, Kim JH, Kim CG (2021) In-Flight Strain Monitoring of Aircraft Tail Boom Structure Using a Fiber Bragg Grating Sensor Based Health and Usage Monitoring System. Int J Aeronautical and Space Sci 22(3):567–577

  • Larsen (2020) Automated sounding for concrete bridge deck inspection through a multi-channel, continuously moving platform. NDT E Int 109:102177


    Google Scholar
     

  • Leanne L, Keri LR, Ian GB (2020) Bridge temperature profiles revisited: thermal analyses based on recent meteorological data from Nevada. J Bridg Eng 25(1):04019124


    Google Scholar
     

  • Lee (2020) Long-term displacement measurement of full-scale bridges using camera ego-motion compensation. Mech Syst Signal Proc 140:106651


    Google Scholar
     

  • Lee S, Lee J (2020) Braided fabrication of a fiber Bragg grating sensor. Sensors 20(18):5246


    Google Scholar
     

  • Lei Xiao, Fan X, Jiang H, Zhu K, Zhan H (2020a) Temperature field boundary conditions and lateral temperature gradient effect on a PC box-girder bridge based on real-time solar radiation and spatial temperature monitoring. Sensors (Basel, Switzerland) 20(18):5261

  • Lei YF, Zhang YF, Han J, Sun YG (2020b) Study of buffeting response of long-span wide hybrid girder cable-stabled bridge based on wind tunnel test. Bridge Construct 50(S01):32–37


    Google Scholar
     

  • Li H, Wu G (2020) Fatigue evaluation of steel bridge details integrating multi-scale dynamic analysis of coupled train-track-bridge system and fracture mechanics. Appl Sci Multidiscipl Digital 10(9):3261


    Google Scholar
     

  • Li C, Chen Q, Wang R, Wu M, Jiang Z (2020a) Corrosion assessment of reinforced concrete structures exposed to chloride environments in underground tunnels: theoretical insights and practical data interpretations. Cem Concr Compos 112:103652

  • Li G, Liu Q, Zhao S, Qiao W, Ren X (2020b) Automatic crack recognition for concrete bridges using a fully convolutional neural network and naive Bayes data fusion based on a visual detection system. Meas Sci Technol 31(7):075403

  • Li H, Xie Y, Gu Y, Tian S, Yuan W, DesRoches R (2020c) Shake table tests of highway bridges installed with unbonded steel mesh reinforced rubber bearings. Eng Struct 206:110124

  • Li J, Zhang Q, Bao Y, Zhu J et al (2019) An equivalent structural stress-based fatigue evaluation framework for rib-to-deck welded joints in orthotropic steel deck. Eng Struct 196:109304


    Google Scholar
     

  • Li L, Tang J, Hu F et al (2020d) Experimental on shear behavior of prefabricated light weight thin-walled UHPC bent cap. China J Highway Transport 33(08):144–158

  • Li L, Ye M, Hu F et al (2020e) Experimental study on the flexural behavior of a prefabricated large-cantilevered prestressed UHPC thin-walled bent cap. China Civil Eng J 53(02):92–104

  • Li L, Zhang H and Zhou D. (2020f) Experimental Study of High-Strength Bolt Connected Composite Beams with Web Openings. Iranian J Science Technol Trans Civil Eng 45:1-10

  • Li Q, Wu HP, Zou YQ (2020) Identification of debonding damage of steel-UHPC composite structure based on wave propagation method. Highway Eng 45(2):185–190

  • Li S, Can L, Ruifeng N, Xiantang Z (2020g) Truck weight limits for simply supported RC beam bridges considering correction factors of resistances and static load test levels. China Civil Eng J 53(10):99–105

  • Li XY, Wan S, Shen KJ, Zhou P (2020h) Finite beam element with exact shape functions for torsional analysis in thin-walled single- or multi-cell box girders. J Constr Steel Res 172:106189

  • Li YF, Luo WL, Liang L (2020i) Seismic performance evaluation of reinforced concrete Y-shaped pier under strong earthquake. J Shenyang Univ Technol 42(01):109–114

  • Li FQ, Kuang YH, Guo W (2021a) CDP model parameter calculation and verification of value method. J Zhengzhou Univ 42(02):43–48


    Google Scholar
     

  • Li X, Shui W, Yuanhai Z, Maoding Z, Yilung M (2021b) Beam finite element for thin-walled box girders considering shear lag and shear deformation effects. Eng Struct 233:111867


    Google Scholar
     

  • Li X, Tan Y, Qiu X, Gong Z, Wang M (2021c) Wind tunnel measurement of aerodynamic characteristics of trains passing each other on a simply supported box girder bridge. Railway Eng Sci 29(02):152–162


    Google Scholar
     

  • Li YL, Yu JS, Zhang MJ, Tang HJ (2021d) Wind characteristics of a bridge site and wind-resistance key technology in complex mountains. Sci Sin Technol 51(05):530–542


    Google Scholar
     

  • Li Z, Ray K-LS, Ming-Jie L (2021e) Finite beam element with 26 DOFs for curved composite box girders considering constrained torsion, distortion, shear lag and biaxial slip. Eng Struct 232:111797


    Google Scholar
     

  • Liang D, Zheng Y, Fang C, Yam MC, Zhang C (2020a) Shape memory alloy (SMA)-cable-controlled sliding bearings: development, testing, and system behavior. Smart Mater Struct 29(8):085006


    Google Scholar
     

  • Liang F, Liang X, Zhang H, Wang C (2020b) Seismic response from centrifuge model tests of a scoured bridge with a pile-Group Foundation. J Bridge Eng 25(8):04020054


    Google Scholar
     

  • Liao H, Mei H, Hu G, Wu B, Wang Q (2021) Machine learning strategy for predicting flutter performance of streamlined box girders. J Wind Eng Ind Aerodyn 209:104493


    Google Scholar
     

  • Liao XW, Wang YQ, Wu JG et al (2020) Fatigue performance of non-load-carrying cruciform fillet-welded joints at low ambient temperature. J ZheJiang Univ 54(10):2018–2026


    Google Scholar
     

  • Lin J-P, Wu Z, Yin Y, et al. (2019) Analysis of Shear Connector of Steel–Concrete Composite Box-Girder Bridge Considering Interfacial Bonding and Friction. Int J Steel Structures 20:452-463

  • Lin (2020a) Cluster computing-aided model updating for a high-fidelity finite element model of a long-span cable-stayed bridge. Earthq Eng Struct Dyn 49(9):904–923

  • Lin J-P. (2020b) Static Analysis of Composite Beams Using Collocation Technique by Considering Linear and Nonlinear Partial Interactions. J Eng Mech 146

  • Lin Y, Zong Z, Bi K, Hao H, Lin J, Chen Y (2020) Experimental and numerical studies of the seismic behavior of a steel-concrete composite rigid-frame bridge subjected to the surface rupture at a thrust fault. Eng Struct 205:110105


    Google Scholar
     

  • Liu F, You Z, Diab A, Liu Z, Zhang C, Guo S (2020a) External sulfate attack on concrete under combined effects of flexural fatigue loading and drying-wetting cycles. Constr Build Mater 249:118224

  • Liu G, Li L, Zhang L, Li Q, Law SS (2020b) Sensor faults classification for SHM systems using deep learning. Smart Mater Struct 29(7):075005

  • Liu J, Lai Z, Chen B, et al. (2020c) Experimental behavior and analysis of steel-laminated concrete (RC and UHPC) composite girders. Engineering Structures 225.

  • Liu JZ, Ji BH, Yuan ZZY (2020) Evaluation of fatigue crack repairing effect by pneumatic impact method in steel box girder. J Fuzhou Univ 48(4):511–516

  • Liu L, Zheng D, Zhou J, Yang J, Zhang H, Rainieri C (2020d) Parameters that influence corrosion detection in reinforced concrete based on Eddy current thermography. Adv Civil Eng

  • Liu N, Schumacher T (2020) Improved denoising of structural vibration data employing bilateral filtering. Sensors 20(5):1423


    Google Scholar
     

  • Liu P, Hu Y, Chen Y, Geng B, Xu D (2020e) Investigation of novel embedded piezoelectric ultrasonic transducers on crack and corrosion monitoring of steel bar. Constr Build Mater 235:117495

  • Liu Q, Sun P, Fu X, Zhang J, Yang H, Gao H, Li Y (2020f) Comparative analysis of BP neural network and RBF neural network in seismic performance evaluation of pier columns. Mech Syst Signal Process 141:106707

  • Liu Q, Sun Y, Jia Y, Ma W, Xiao B (2020g) Study on the characteristics and mechanisms of the wind-induced vibration of micro-elliptical section stay cables. J Wind Eng Ind Aerodyn 206:104355

  • Liu R, Feng Z, Ye H, et al. (2019) Stress Redistribution of Headed Stud Connectors Subjected to Constant Shear Force. International Journal of Steel Structures 20: 436-451.

  • Liu S, Cai CS, Han Y, Hu P, Li K (2020h) Stress-level buffeting analysis and wind turbulence intensity effects on fatigue damage of Long-span bridges. J Aerospace Eng 33(6):04020074

  • Liu S, Wu C, Zhou J, Liu T, Zhuang S, Luo Y, Yang X (2020i) Relation between the shear stress distribution and the resulting acoustic emission variation in concrete beams. Struct Control Health Monit 27(6):e2528

  • Liu X, Zhou C, Zhang J et al (2020j) Experiment on negative bending behavior of steel-UHPC composite beams. China J Highway Transport 33(05):110–121

  • Liu XH, Zhou C, Zhang JR, Li LF, Shi XW (2020) Mechanical performance test of steel-UHPC composite beam in negative bending moment zone. J Highway Transport 33(05):110–121

  • Liu Y, Li X, Zheng X, Song Z (2020k) Experimental study on seismic response of precast bridge piers with double-grouted sleeve connections. Eng Struct 221:111023

  • Liu Y, Shi C, Zhang Z, Li N, Shi D (2020l) Mechanical and fracture properties of ultra-high performance geopolymer concrete: effects of steel fiber and silica fume. Cem Concr Compos 112(C):103665

  • Liu Y, Wang S, Xin H, et al. (2020m) Evaluation on out-of-plane shear stiffness and ultimate capacity of perfobond connector. J Constructional Steel Res 167

  • Liu Y, Wu H, Feng B, et al. (2020n) Tensile effect of welding studs in transverse direction of twin-I steel composite girder bridge under wheel load. J Architecture Civil Eng 37:1–10

  • Liu Y, Zhang Q, Bao Y et al (2020o) Fatigue behavior of orthotropic composite deck integrating steel and engineered cementitious composite. Eng Struct 220(111017):1–14

  • Liu Y-F, Nie X, Fan J-S, Liu X-G (2020p) Image-based crack assessment of bridge piers using unmanned aerial vehicles and three-dimensional scene reconstruction. Comput-Aid Civil Infrastruct Eng 35(5):511–529

  • Liu Z, Zhu Z, Chen W, Chen Z (2020q) Observation of vortex-induced vibration and wind characteristics of cables across the Yangtze River bridge. J Railway Sci Eng 17(7):1742–1768

  • Liu ZJ, Zhu ZW, Chen W, Chen ZQ (2020r) Observation of vortex-induced vibration and wind characteristics of cables across the Yangtze river bridge. J Railway Sci Eng 17(07):1760–1768

  • Luo P, Zhang Q, Bao Y (2020) Rib loading effects on weld root fatigue failure modes at rib-to-deck welded joint. Fatigue Fract Eng Mater Struct 43(7):1399–1418


    Google Scholar
     

  • Lystad TM, Fenerci A, Øiseth O (2020) Buffeting response of long-span bridges considering uncertain turbulence parameters using the environmental contour method. Eng Struct 213:110575


    Google Scholar
     

  • Ma A, Tan P, Wang S, Zhou F (2020a) Stochastic optimization of continuous beam bridge viscous damper considering the fluid-solid coupling effect and its damping performance. Int J Heat Technol 38(1):37–44


    Google Scholar
     

  • Ma K, Hu C, Zhou Z (2020b) Analysis of vortex-induced vibration performance of twin rectangular cylinders with different restraint conditions. J Vibration Shock 39(10):141–147 (in chinese)


    Google Scholar
     

  • Ma X, Zhang W (2020) Fatigue life of weldment details of existing orthotropic steel bridge considering the scour effects. J Bridge Eng 25(10):04020078


    Google Scholar
     

  • Mager M, Geißler K (2020) Zum Riss‐und Verformungsverhalten von Stahlverbundträgern mit Teilfertigteilen. Stahlbau 89(2)

  • Mankar A, Bayane I, Sørensen JD, Brühwiler E (2019) Probabilistic reliability framework for assessment of concrete fatigue of existing RC bridge deck slabs using data from monitoring. Eng Struct 201:109788


    Google Scholar
     

  • Mao X, Jiang X, Yuan C, Zhou J (2020) Modeling the optimal maintenance scheduling strategy for bridge networks. Appl Sci 10(2):498


    Google Scholar
     

  • Maroni A, Tubaldi E, Ferguson N, Tarantino A, McDonald H, Zonta D (2020) Electromagnetic sensors for underwater scour monitoring. Sensors 20(15):4096


    Google Scholar
     

  • Mashayekhi M, Santini-Bell E (2020) Fatigue assessment of a complex welded steel bridge connection utilizing a three-dimensional multi-scale finite element model and hotspot stress method. Eng Struct 214:110624


    Google Scholar
     

  • Matemu C, Crowley R, Resio D (2020) Development of a one-way coupled diffraction/trapped air model for predicting wave loading on bridges under water wave attack. J Fluids Struct 97:103067


    Google Scholar
     

  • ASTM C (2015) Standard test method for corrosion potentials of uncoated reinforcing steel in concrete. ASTM International: West Conshohocken, PA, USA.

  • McMullen KF and Zaghi AE (2020) Experimental Evaluation of Full-Scale Corroded Steel Plate Girders Repaired with UHPC. J Bridge Eng 25

  • Mehdi Khanzadeh Moradllo, Chunyu Q, Maria GR, Myo Z, Hope H, Tyler LM, Jason WW (2020) Quantifying the freeze-thaw performance of air-entrained concrete using the time to reach critical saturation modelling approach. Cem Concr Compos 106(C):103479

  • Mei H, Wang Q, Liao H, Fu H (2020a) Improvement of flutter performance of a streamlined box girder by using an upper central stabilizer. J Bridge Eng 25(8):04020053


    Google Scholar
     

  • Mei XY, Xu W, Duan XW et al (2020b) Overall design of Pingtan Strait combined bridges. Railway Standard Des 64(S1):18–23


    Google Scholar
     

  • Ministry of Construction of the P.R. China (2019) Technical Standard for Inspection of Building Structure (GB/T 50344–2019). Beijing, China: China Building Industry Press, pp.  (in Chinese).

  • Mohabeddine A, Correia JAFO, Montenegro PA, Castro JM (2021) Fatigue crack growth modelling for cracked small-scale structural details repaired with CFRP. Thin-Walled Struct 161:107525


    Google Scholar
     

  • Mohajer M, Bocciarelli M, Colombi P, Hosseini A, Nussbaumer A, Ghafoori E (2020) Irreversible cyclic cohesive zone model for prediction of mode I fatigue crack growth in CFRP-strengthened steel plates. Theor Appl Fract Mech 110:102804


    Google Scholar
     

  • Mondal S, Das P, Datta P, Ghosh AD (2020) Deinococcus radiodurans: a novel bacterium for crack remediation of concrete with special applicability to low-temperature conditions. Cem Concr Compos 108:103523


    Google Scholar
     

  • Montenegro PA, Barbosa D, Carvalho H, Calcada R (2020) Dynamic effects on a train-bridge system caused by stochastically generated turbulent wind fields. Eng Struct 211:110430


    Google Scholar
     

  • Moradian M, Chini M, Shekarchi M (2015) Durability performance of a structure made with high-performance concrete and prefabricated elements in a marine environment. J Performance Constructed Facil 29(6):04014174


    Google Scholar
     

  • Mosharafi M, Mahbaz S, Dusseault MB (2020) Statistical methods to assess the reliability of magnetic data recorded over steel corrosion sites. Constr Build Mater 264:120260


    Google Scholar
     

  • Narazaki Y, Hoskere V, Hoang TA, Fujino Y, Sakurai A, Spencer BF Jr (2020) Vision-based automated bridge component recognition with high-level scene consistency. Comput-Aid Civil Infrastruct Eng 35(5):465–482


    Google Scholar
     

  • Nazari-Sharabian M, Nazari-Sharabian A, Karakouzian M, Karami M (2020) Sacrificial piles as scour countermeasures in river bridges a numerical study using FLOW-3D. Civil Eng J 6(6):1091–1103


    Google Scholar
     

  • Ni YQ, Wang YW, Zhang C (2020) A Bayesian approach for condition assessment and damage alarm of bridge expansion joints using long-term structural health monitoring data. Eng Struct 212:110520


    Google Scholar
     

  • Nilsson P, Al-Emrani M, Atashipour SR (2017) Transverse shear stiffness of corrugated core steel sandwich panels with dual weld lines. Thin-Walled Struct 117:98–112


    Google Scholar
     

  • Nin JT, Ding Y, Shi YD (2020) A study on the seismic performance of a novel type of oil damper used in the transverse direction of cable-stayed bridges. J Vibration Shock 39(16):55–61


    Google Scholar
     

  • Niu Y, Wang YE, Tang Y (2020b) Analysis of temperature-induced deformation and stress distribution of long-span concrete truss combination arch bridge based on bridge health monitoring data and finite element simulation. Int J Distrib Sensor Netw 16(10):155014772094520

  • Noguchi K, Ito Y, Yagi T (2020) Numerical evaluation of vortex-induced vibration amplitude of a box girder bridge using forced oscillation method. J Wind Eng Ind Aerodyn 196:104029


    Google Scholar
     

  • Ogawa F, Chikata Y (2020) Analysis on the utilization of opinion of bridge inspection results using topic model for maintenance and management:environment. Mater Trans 61(12):2428–2434


    Google Scholar
     

  • Pagnini LC, Piccardo G, Solari G (2020) VIV regimes and simplified solutions by the spectral model description. J Wind Eng Ind Aerodyn 198:104100


    Google Scholar
     

  • Pan SS, Le R, Hui HX et al (2020a) Experimental study on seismic performance of active confined RC piers with NiTiNb-SMA wires. J Hunan Univ 47(07):93–101


    Google Scholar
     

  • Pan T, Xiao H, Zhao L, Ge Y (2020b) Study of wind-resistant performance and control measures for very wide girder with three separated boxes in long-span bridge. Bridge Constr 50(S2):29–35 (in chinese)


    Google Scholar
     

  • Panda B, Ruan S, Unluer C, Tan MJ (2020) Investigation of the properties of alkali-activated slag mixes involving the use of nanoclay and nucleation seeds for 3D printing. Composites Part B 186:107826


    Google Scholar
     

  • Pandey M, Azamathulla HM, Chaudhuri S, Pu JH, Pourshahbaz H (2020) Reduction of time-dependent scour around piers using collars. Ocean Eng 213:107692


    Google Scholar
     

  • Pang Y, Cai L, Zhong J (2020) Seismic performance evaluation of fiber-reinforced concrete bridges under near-fault and far-field ground motions. Structures 28:1366–1383


    Google Scholar
     

  • Panian R, Yazdani M (2020) Estimation of the service load capacity of plain concrete arch bridges using a novel approach: stress intensity factor. Structures 27:1521–1534


    Google Scholar
     

  • Pantò B, Rapicavoli D, Caddemi S, Caliò I (2019) A fibre smart displacement based (FSDB) beam element for the nonlinear analysis of reinforced concrete members. Int J Non-Linear Mechan 117:103222


    Google Scholar
     

  • Peng B, Peng R, Su H, Lu Z (2020) Structural rationality research on integrated prefabricated I-shaped steel-concrete composite girder bridges. IOP Confer Ser Earth Environ Sci 455:012021


    Google Scholar
     

  • Peng X, Guo W, Kai S, Yinsheng C (2021) High-accuracy health prediction of sensor systems using improved relevant vector-machine ensemble regression. Knowl-Based Syst 212:106555


    Google Scholar
     

  • Perry BJ, Guo Y, Atadero R, Lindt JV (2020) Streamlined bridge inspection system utilizing unmanned aerial vehicles (UAVs) and machine learning. Measurement 164:108048


    Google Scholar
     

  • Pham HC, Ta Q-B, Kim J-T, Ho D-D, Tran X-L, Huynh T-C (2020) Bolt-loosening monitoring framework using an image-based deep learning and graphical model. Sensors 20(12):3382


    Google Scholar
     

  • Pham HV, Yakel A and Azizinamini A. (2021) Experimental investigation of redundancy of twin steel box-girder bridges under concentrated loads. J Constructional Steel Res 177

  • Phan D-H (2020) Aeroelastic control of bridge using active control surfaces: analytical and experiment study. Structures 27:2309–2318


    Google Scholar
     

  • Pietro Crespi, Marco Z, Marco V (2020) On the collapse evaluation of existing RC bridges exposed to corrosion under horizontal loads. Eng Fail Anal 116:104727

  • Pu QH, Chen LJ et al (2020) Research on fatigue performance of orthotropic bridge deck stiffeners for railway steel box girder. J China Railway Soc 42(1):96–102


    Google Scholar
     

  • Qi J, Cheng Z, Wang J, et al. (2020) Flexural behavior of steel-UHPFRC composite beams under negative moment. Structures 24:640–649

  • Qing-Xin Z, Hao W, Jian-Xiao M, Hua-Ping W, Wen-Zhi Z, Yi-Ming Z (2020) Investigation of temperature effects on steel-truss bridge based on long-term monitoring data: case study. J Bridg Eng 25(9):05020007


    Google Scholar
     

  • Razzaq MK, Sennah K and Ghrib F. (2020) Moment and Shear Distribution Factors for the Design of Simply Supported Skewed Composite Steel I-Girder Bridges Due to Dead Loading. J Bridge Eng 25

  • Rizzo F, Caracoglia L (2020) Artificial neural network model to predict the flutter velocity of suspension bridges. Comput Struct 233:106236


    Google Scholar
     

  • Rong X, Huang Q and Zhao P. (2013) Study on Shear Capacity of Stud Connectors Subjected to Fatigue Damage. China J Highway Trans 26:88–101

  • Rossi A, Nicoletti RS, de Souza ASC, et al. (2020) Numerical assessment of lateral distortional buckling in steel-concrete composite beams. J Constructional Steel Res 172

  • Rufai O, Chandarana N, Gautam M, Potluri P, Gresil M (2020) Cure monitoring and structural health monitoring of composites using micro-braided distributed optical fibre. Compos Struct 254:112861


    Google Scholar
     

  • Ruiz-Pinilla JG, Montoya-Coronado LA, Ribas C, Cladera A (2020) Finite element modeling of RC beams externally strengthened with iron-based shape memory alloy (Fe-SMA) strips, including analytical stress-strain curves for Fe-SMA. Eng Struct 223:111152


    Google Scholar
     

  • Samson G, Deby F, Garciaz J-L, Lassoued M (2020) An alternative method to measure corrosion rate of reinforced concrete structures. Cem Concr Compos 112(C):103672


    Google Scholar
     

  • Sanchez LFM, Fournier B, Mitchell D, Bastien J (2020) Condition assessment of an ASR-affected overpass after nearly 50 years in service. Constr Build Mater 236:117554


    Google Scholar
     

  • Sangalli LA, Braun AL (2020) A fluid-structure interaction model for numerical simulation of bridge flutter using sectional models with active control devices. Preliminary results. J Sound Vib 477:115338


    Google Scholar
     

  • Santos HAFA (2020) Buckling analysis of layered composite beams with interlayer slip: a force-based finite element formulation. Structures 25:542–553


    Google Scholar
     

  • Sawicki B, Brühwiler E (2020) Long-term strain measurements of traffic and temperature effects on an RC bridge deck slab strengthened with an R-UHPFRC layer. J Civ Struct Heal Monit 10(2):333–344


    Google Scholar
     

  • Saydan M, Unal A, Keskin US, Kansun G (2020) An investigation of the current situation of the Mısırlıoğlu bridge and possible damages after freeze-thaw by using finite elements analysis, Sille – Konya (Central Anatolia, Turkey). Eng Fail Anal 117:104788


    Google Scholar
     

  • Shafei E, Faroughi S, Reali A (2020) Geometrically nonlinear vibration of anisotropic composite beams using isogeometric third-order shear deformation theory. Compos Struct 252:112627


    Google Scholar
     

  • Shafei Erfan, Kianoush R (2020) Transient analysis of hybrid SMA-FRP reinforced concrete beams under sequential impacts. Eng Struct 208:109915

  • Shafieifar M, Farzad M, Azizinamini A (2020) Investigation of a detail for connecting precast columns to precast cap beams using ultrahigh-performance concrete. J Bridge Eng 25(3):04020001


    Google Scholar
     

  • Shang J, Zhou Q, Liao H, Larsen A, Wang J, Li M (2020) Numerical study of wake and aerodynamic forces on a twin-box bridge deck with different gap ratios. Wind Struct 30(4):367–378


    Google Scholar
     

  • Shao S, Zhou Z, Deng G, Du P, Jian C, Yu Z (2020) Experiment of structural geometric morphology monitoring for bridges using holographic visual sensor. Sensors 20(4):1187


    Google Scholar
     

  • Shen L, Hua XG, Han Y, Cai CS, Wei CL (2020a) Numerical simulation of wind field at canyon bridges with high precision inlet boundary. China J Highw Transp 33(07):114–123


    Google Scholar
     

  • Shen Z, Li J, Gao G, Xue X (2020d) Buffeting response of a composite cable-stayed bridge in a trumpet-shaped mountain pass. Adv Struct Eng 23(3):510–522


    Google Scholar
     

  • Shen ZF, Li JW, Wang F, Gao GZ, Hu ZT (2020b) Buffeting response characteristics of the double main girder section suspension bridge with variable slot width ratios. J Vibration Eng 33(4):824–833


    Google Scholar
     

  • Shen ZH, Wei K, Yang SL (2020c) Numerical analysis of solitary wave loading on round-ended Piers with different length-width ratios. J Disas Prev Mitig Eng 40(06):945–951


    Google Scholar
     

  • Sheng P, Wang D, Yu G (2020) Effect of kaolin addition on electrochemical corrosion resistance of duplex 2205 stainless steel embedded in concrete exposed in marine environment. Int J Electrochem Sci 15(12):11732–11741


    Google Scholar
     

  • Shi CH, Wang A, Deng E, Yang WC, He XH (2020a) Influence of wind barrier in bridge and tunnel section on aerodynamic load and running safety of high-speed train. J South China Univ Technol 48(06):58–68+76


    Google Scholar
     

  • Shi T, Deng N, Chen Z, Li H (2020) Vertical gradient temperature difference of the Main arch with single pipe section in Tibet based on statistical analysis. Adv Mater Sci Eng 2020:e9767621


    Google Scholar
     

  • Shifa X, Meng X, Yexing Z, Yutao G, Geng P, Ying X (2020) An indoor laboratory simulation and evaluation on the aging resistance of polyether polyurethane concrete for bridge deck pavement. Front Mater

  • Shirkhani H, Zhang J, Lounis Z (2020) Ensemble analysis of climate-change impacts on design-service life of reinforced concrete bridge decks across Canada. Nat Hazards Rev Asce-Amer Soc Civil Eng 21(3):04020030 Reston


    Google Scholar
     

  • Silva AR, das Neves FdA and Sousa JBM. (2020) Optimization of partially connected composite beams using nonlinear programming. Structures 25:743–759

  • Shoaib KM, Abdul B, Naveed A (2021) A simplified model for inelastic seismic analysis of RC frame have shear hinge in beam-column joints. Structures 29:771–784


    Google Scholar
     

  • Snaiki R, Teng W, Whittaker AS, Atkinson JF (2020) Hurricane wind and storm surge effects on coastal bridges under a changing climate. Transp Res Rec 2674(6):23–32


    Google Scholar
     

  • Solari G, Martín P (2021a) Gust buffeting and aerodynamic admittance of structures with arbitrary mode shapes. I: enhanced equivalent spectrum technique. J Eng Mechan Am Soc Civil Eng 147(1):04020142


    Google Scholar
     

  • Solari G, Martín P (2021b) Gust buffeting and aerodynamic admittance of structures with arbitrary mode shapes. II: a POD-based interpretation. J Eng Mechan Am Soc Civil Eng 147(1):04020143


    Google Scholar
     

  • Solati S, Vaghefi M, Behroozi AM (2020) Effect of duration and pattern of hydrographs on scour around pier in sharp bend under incipient motion and live bed conditions. Int J Civil Eng

  • Solovyov Leonid, Solovyov A (2021) Thermal method in the control of fatigue cracks in welded bridge superstructures. Transport Res Proc Int Sci Siberian Transport Forum – TransSiberia 2020(54):355–361

  • Song JL, Li JW, Flay RGJ (2020) Field measurements and wind tunnel investigation of wind characteristics at a bridge site in a Y-shaped valley. J Wind Eng Ind Aerodyn 202:15


    Google Scholar
     

  • Soto AG, Caldentey AP, Peiretti HC, et al. (2020) Experimental behaviour of steel-concrete composite box girders subject bending, shear and torsion. Eng Structures 206

  • Srikanth I, Arockiasamy M (2020) Deterioration models for prediction of remaining useful life of timber and concrete bridges: a review. J Traffic Transport Eng 7(2):152–173


    Google Scholar
     

  • Sturm AB, Visintin P, Seracino R, Lucier GW, Oehlers DJ (2020) Flexural performance of pretensioned ultra-high performance fibre reinforced concrete beams with CFRP tendons. Composite Structures, 243, 112223.

  • Su Y, Li MS, Yang Y, Mann J, Liao HL, Li XZ (2020) Experimental investigation of turbulent fluctuation characteristics observed at a moving point under crossflows. J Wind Eng Ind Aerodyn 197:12


    Google Scholar
     

  • Sun B, Xiao R, Ruan W, Wang P (2020a) Corrosion-induced cracking fragility of RC bridge with improved concrete carbonation and steel reinforcement corrosion models. Eng Struct 208:110313


    Google Scholar
     

  • Sun C, Xiang J, Xu M, He Y, Tong Z, Cui X (2020b) 3D extrusion free forming of geopolymer composites: Materials modification and processing optimization. J Clean Prod 258:120986


    Google Scholar
     

  • Sun T, J. B. H. Y (2020) Research on factors affecting the closure depth of fatigue cracks of steel bridges under aerodynamic impact. J Wuhan Univ Technol 44(2):337–341


    Google Scholar
     

  • Sun Y, Lei Y, Li M, Liao H, Li M (2021) Flutter mitigation of a superlong-span suspension bridge with a double-deck truss girder through wind tunnel tests. J Vibration Contr 27(13–14):1584–1594


    Google Scholar
     

  • Suwaed ASH and Karavasilis TL. (2020) Demountable steel-concrete composite beam with full-interaction and low degree of shear connection. J Constructional Steel Res 171

  • Suzuki A, Abe K and Kimura Y. (2020) Restraint Performance of Stud Connection during Lateral-Torsional Buckling under Synchronized In-Plane Displacement and Out-of-Plane Rotation. J Struct Eng 146

  • Taeb A, Ooi P (2020) Comparison of field behavior with results from numerical analysis of a Geosynthetic reinforced soil integrated bridge system subjected to thermal effects. Transp Res Rec 2674(1):294–306


    Google Scholar
     

  • Tai YJ, Hui YX, Shi XH et al (2020) Seismic vulnerability analysis of lightweight aggregate concrete bridges. J Railway Sci Eng 17(1):129–138


    Google Scholar
     

  • Tang F, Li Z, Li C, Chen Y, Li HN (2020) Monitoring passivation, pitting corrosion initiation, and propagation of steel bar with iron – carbon electroplated long period fiber-grating sensor. J Mater Civ Eng 32(12):04020373


    Google Scholar
     

  • Tang HQ, Xu GY, Liu HS (2020) Overall design of main bridge of Wufengshan Changjiang River bridge. Bridge Construct 050(006):1–6


    Google Scholar
     

  • Tang Z, Bao Y, Li H (2021) Group sparsity-aware convolutional neural network for continuous missing data recovery of structural health monitoring. Struct Health Monit 20(4):1738–1759


    Google Scholar
     

  • Tao T, Wang H, Zhu Q, Zou Z, Li J, Wang L (2021) Long-term temperature field of steel-box girder of a long-span bridge: measurement and simulation. Eng Struct 236:111924


    Google Scholar
     

  • Tao T, Xu Y-L, Huang Z, Zhan S, Wang H (2020) Buffeting analysis of Long-span bridges under typhoon winds with time-varying spectra and coherences. J Struct Eng 146(12):04020255


    Google Scholar
     

  • Tayeh BA, Abu Maraq MA, Ziara MM (2020) Flexural performance of reinforced concrete beams strengthened with self-compacting concrete jacketing and steel welded wire mesh. Structures 28:2146–2162


    Google Scholar
     

  • Teng J, Tang DH, Hu WH, Lu W, Feng ZW, Ao CF, Liao MH (2020) Mechanism of the effect of temperature on frequency based on long-term monitoring of an arch bridge. Struct Health Monit

  • Thomaidis IM, Kappos AJ, Camara A (2020) Dynamics and seismic performance of rocking bridges accounting for the abutment-backfill contribution. Earthq Eng Struct Dyn 49(12):1161–1179


    Google Scholar
     

  • Ti Z, Wei K, Li Y, Xu B (2020) Effect of wave spectral variability on stochastic response of a Long-span bridge subjected to random waves during tropical cyclones. J Bridg Eng 25(1):04019131


    Google Scholar
     

  • Tian (2021) Noncontact cable force estimation with unmanned aerial vehicle and computer vision. Comput-Aid Civil Infrastruct Eng 36(1):73–88


    Google Scholar
     

  • Tong L, Chen L, Wen M, et al. (2020a) Static behavior of stud shear connectors in high-strength-steel–UHPC composite beams. Eng Structures 218

  • Tong L, Yu Q, Zhao X-L (2020b) Experimental study on fatigue behavior of butt-welded thin-walled steel plates strengthened using CFRP sheets. Thin-Walled Struct 147:106471

  • Uddin MA, Alzara MA, Mohammad N, Yosri A (2020) Convergence studies of finite element model for analysis of steel-concrete composite beam using a higher-order beam theory. Structures 27:2025–2033


    Google Scholar
     

  • Wan Mohtar WH, Muad AM, Porhemmat M, Ab. Hamid H, Whayab SS (2020) Measuring scour level based on spatial and temporal image analyses. Struct Control Health Monit 28(1):e2645


    Google Scholar
     

  • Wang D, Wang L, Liu Y, Tan B, Liu Y. (2020a) “Failure mechanism investigation of bottom plate in concrete box girder bridges.” Eng Failure Analysis 116

  • Wang D, Zhang Y, Pan Y, Peng B, Liu, H, Ma R (2020c) An automated inspection method for the steel box girder bottom of
    long-span bridges based on deep learning. IEEE Access 8:94010–94023

  • Wang F, Li D (2020) Interval dominance decision algorithm for emergency reinforcement schemes of post-earthquake bridge structure. Comput Appl Softw 37(12):76–82


    Google Scholar
     

  • Wang GH (2020) Overview of structural damage location methods based on acoustic emission technology. Eng Construct 34(6):1115–1118


    Google Scholar
     

  • Wang H, Sijia C, Zuocai Z (2020d) A new type of fiber Bragg grating corrosion sensor and its experimental research on the corrosion monitoring of concrete structure rebar. J Geodesy Geodynam 40(08):877–880

  • Wang J, Liu Z, Yang J (2020e) Fiber Bragg grating sensor based on refractive index segment code of mobile modulation. Mobile Netw Appl prepublish

  • Wang J, Ma C, Li QS, Qin H (2020f) Influence of gap width on buffeting force spatial correlation and aerodynamic admittance of twin-box bridge deck. J Wind Eng Ind Aerodyn 207:104392

  • Wang J, Zhang J, Yang Z, Xu R (2020g) Control measures for thermal effects during placement of span-scale girder segments on continuous steel box girder bridges. J Zhejiang Univ Sci 21(4):255–267

  • Wang L, Su X, Ma Y (2020) Strengthening of steel decks for cable-stayed bridge using ultra-high performance concrete: a case study. Adv Struct Eng 23(16):3373–3384

  • Wang M, Li XZ, Chen XZ (2020h) A simplified analysis framework for assessing overturning risk of high-speed trains over bridges under crosswind. Veh Syst Dyn 11

  • Wang WW, Zhou C, Xue YJ (2020i) Research on seismic performance of prefabricated bridge piers with external energy-dissipation plates. J Hunan Univ 47(09):57–68

  • Wang X, Hu R, Wu C, Wang W, Chen N (2020j) Single-side pounding TMD and its application in bridge’s VIV control. J Vibration Shock 39(1):169–174 (in chinese)

  • Wang YB, Y, Y., C. G, Z, R. D, Z (2020k) Comparison between creep model test and prototype of concrete structure. J Shenyang Jianzhu Univ 36(03):465–473

  • Wang Y, Chen X, Li Y (2020l) Nonlinear self-excited forces and aerodynamic damping associated with vortex-induced vibration and flutter of long span bridges. J Wind Eng Ind Aerodyn 204:104207

  • Wang Y, S. X. DC (2020) “UHPC-based strengthening technique for significant fatigue cracking
    steel bridge decks.” China Civil Eng J 53(11):92–115

  • Wang Y-H, Yu J, Liu J-P, et al. (2020m) Experimental study on assembled monolithic steel-prestressed concrete composite beam in negative moment. J Constructional Steel Res 167

  • Wang Zhen, Wang J, Zhao G, Zhang J (2020n) Numerical study on seismic behavior of precast bridge columns with large-diameter bars and UHPC grout considering the bar-slip effect. Bull Earthq Eng 18:4963–4984

  • Wang Y, Shao X, Chen J, Cao J, Deng S (2021) UHPC-based strengthening technique for orthotropic steel decks with significant fatigue cracking issues. J Constr Steel Res 176:106393

  • Wei J, Wu C, Chen Y, Leung CKY (2020a) Shear strengthening of reinforced concrete beams with high strength strain-hardening cementitious composites (HS-SHCC). Mater Struct 53(4):1–5

  • Wei K, Yang XX, Deng Q, Jiang MC, Zhou C (2020b) Numerical analyses of current load of large bridge caisson during its sinking process. Railway Standard Des 64(11):62–67

  • Wei K, Zhou C, Xu B (2020c) Probability model of wave impact load on the elevated pile cap for sea-crossing bridges. Eng Mechan 37(06):216–224


    Google Scholar
     

  • Wei S, Bao Y, Li H (2020d) Optimal policy for structure maintenance: a deep reinforcement learning framework. Struct Saf 83:101906


    Google Scholar
     

  • Wen Q, Hua X, Chen Z, Wang X (2020a) Optimal parametric design of a new aeroelastic model for higher-order vertical modal vortex-induced vibration tests. J Vibration Shock 39(15):103–108


    Google Scholar
     

  • Wen Q, Hua X, Chi J, Wang X, Sun H (2020b) Effects of end conditions and aspect ratios on vortex-induced vibration for a rectangular sectional model. J Vibration Eng 33(4):653–659


    Google Scholar
     

  • Weiwei, Lin, Heang, et al. (2020) Experimental Study on Steel–Concrete Composite Twin I-Girder Bridges. J Bridge Eng 25(1)

  • Wenxiong L, Haitao M (2020) A nonlinear cross-section deformable thin-walled beam finite element model with high-order interpolation of warping displacement. Thin-Walled Struct 152:106748


    Google Scholar
     

  • Wu B, Wang Q, Liao H, Mei H (2020a) Hysteresis response of nonlinear flutter of a truss girder: experimental investigations and theoretical predictions. Comput Struct 238:106267


    Google Scholar
     

  • Wu B, Wang Q, Liao H, Mei H (2020b) Effects of vertical motion on nonlinear flutter of a bridge girder. J Bridge Eng 25(11):04020093


    Google Scholar
     

  • Wu B, Zhang L-L, Yang Y, Liu L-J, Ni Z-J (2020c) Refined time-domain buffeting analysis of a Long-span suspension bridge in mountainous urban terrain. Adv Civil Eng:e4703169

  • Wu C, Hwang H-J, Shi C, Li N, Du Y (2020d) Shear tests on reinforced slag-based geopolymer concrete beams with transverse reinforcement. Eng Struct 219:110966


    Google Scholar
     

  • Wu G-M, Yang D-H, Yi T-H, Li H-N, Liu H (2020e) Sliding life prediction of sliding bearings using dynamic monitoring data of bridges. Struct Control Health Monit 27(5):e2515


    Google Scholar
     

  • Xia Q, Xia Y, Wan H-P, Zhang J, Ren W-X (2020) Condition analysis of expansion joints of a long-span suspension bridge through metamodel-based model updating considering thermal effect. Struct Control Health Monit 27(5):e2521


    Google Scholar
     

  • Xiao J, Wang C, Zheng Z, Xuwen X (2020) Key problems for seismic design of recycled aggregate concrete structures China Civil Engineering Journal 53(11):46–54.

  • Xiang D, Liu Y and Yang F (2020) Numerical and Theoretical Analysis of Slab Transverse-Moment Distributions in Twin-Girder Crossbeam Composite Bridges. J Bridge Eng 25: 04020004.04020001-04020004.04020016.

  • Xiang D, Zhu LS, Niu HW (2020b) A study on buffeting force test and correlation based on active grid turbulence field. J Vibr Contr 39(08):128–135


    Google Scholar
     

  • Xiang Q, Wei K, Qiu F, Yao C, Li Y (2020a) Experimental study of local scour around caissons under unidirectional and tidal currents. Water 12(3):640


    Google Scholar
     

  • Xie Y, Fang G, Zhang N, et al. (2020) Experimental study on Shear resistance of stud connectors at low temperature. Building Structure 50: 86-91.

  • Xie Y, Li X (2020) Influence of the coupling effect of ocean currents and waves on the durability of pier structure of cross-sea bridges. J Coastal Res 110(SI):87–90 Coastal Education & Research Foundation, Coconut Creek


    Google Scholar
     

  • Xu B, Jiang P, Li C (2020a) A review of research on nondestructive testing methods for steel corrosion. J Simul 8(3)

  • Xu K, Ge Y, Zhao L (2020b) Quantitative evaluation of empirical models of vortex-induced vibration of bridge decks through sectional model wind tunnel testing. Eng Struct 219:110860


    Google Scholar
     

  • Xu LQ, Lu XL, Zhou JT (2020c) A study on damage and failure modes of a voided slab bridge under earthquake excitations considering structural deterioration. J Vibration Shock 39(16):222–230

  • Xu X, Zhou X and Liu Y. (2020e) Behavior of rubber-sleeved stud shear connectors under fatigue loading. Construction and Building Materials 244.

  • Xu XY, Li YL, Chen XY, Zhen XL, Liao HL (2020d) Effects of sudden change of the wind loads on the running performance of vehicle on the bridge due to wind barriers. J Southwest Jiaotong Univ:1–7

  • Xu Z, Wang H, Zhang H, Zhao K, Gao H, Zhu Q (2019) Non-stationary turbulent wind field simulation of long-span bridges using the updated non-negative matrix factorization-based spectral representation method. Appl Sci 9(24):5506


    Google Scholar
     

  • Xudong S, Hanwen Z, Jia L et al (2020) Research on shear performance of short rebar connectors in steel-ultra thin UHPC lightweight composite deck. China Civil Eng J 53(01):39–51


    Google Scholar
     

  • Xue (2020) Corrosion fatigue failure analysis and service life prediction of high strength steel wire. Eng Fail Anal 110:104440


    Google Scholar
     

  • Yan K, Yang J, Zhang Y, Doh JH, Zhang X (2020a) Safety performance monitoring of smart FBG-based FRP anchors. Saf Sci 128:104759


    Google Scholar
     

  • Yan L, Ren L, He X, Li Y, Du B, Zhong R (2020b) Experimental study of buffeting control of Pingtang bridge during construction. J Bridge Eng 25(8):05020004


    Google Scholar
     

  • Yan L, Ren L, He X, Lu S, Guo H, Wu T (2020c) Strong wind characteristics and buffeting response of a cable-stayed bridge under construction. Sensors Multidiscipl Dig 20(4):1228


    Google Scholar
     

  • Yan S, He S, Deng Y, Liu W, Wang D, Shen F (2020d) A reliability-based approach for the impact vulnerability assessment of bridge piers subjected to debris flows. Eng Geol 269:105567


    Google Scholar
     

  • Yan WT, Han B, Xie HB, Li PF, Zhu L (2020e) Research on numerical model for flexural behaviors analysis of precast concrete segmental box girders. Eng Struct 219:110733


    Google Scholar
     

  • Yang et al. (2020) Life-cycle management of deteriorating bridge networks with network-level risk bounds and system reliability analysis. Struct Saf 83:101911

  • Yang H, Thunyaluk P, Mariano I (2020a) Use of electrochemical current noise method to monitor carbon steel corrosion under mineral wool insulation. NPJ Mat Degrad 4(1):1–9


    Google Scholar
     

  • Yang H, Wang P, Qian H (2020b) Fatigue behavior of typical details of orthotropic steel bridges in multiaxial stress states using traction structural stress. Int J Fatigue 141:105862


    Google Scholar
     

  • Yang JX, Wu RH, Ni ZJ, Zhang LL (2020c) Numerical simulation of traffic wind environment in circula
    Research on seismic performancer tower area. Highway 65(07):170–174

  • Yang T, Liu S, Qin B, et al. (2020) Experimental study on multi-bolt shear connectors of prefabricated steel-concrete composite beams. J Constructional Steel Res 173

  • Yang T, Liu S, Qin B, Liu Y (2020d) Experimental study on multi-bolt shear connectors of prefabricated steel-concrete composite beams. J Constr Steel Res 173:106260


    Google Scholar
     

  • Yang W-H, Chen W-L, Li H (2020f) Suppression of vortex-induced vibration of single-box girder with various angles of attack by self-issuing jet method. J Fluids Struct 96:103017


    Google Scholar
     

  • Yang WL, Wu CW, Zhu QL, Wang GJ (2020e) Refined study on 3D flow characteristics around bridge Piers. J Southwest Jiaotong Univ 55(01):134–143


    Google Scholar
     

  • Yang Y, Zhang RL, Qi Q et al (2020) Experimental research on the temperature field distribution of large diameter circular CFST section. Building Struct 50(17):99–103


    Google Scholar
     

  • Yang Z, Shukun C, Yanping Z, Liang F, Xudong S (2020g) Flexural responses of steel-UHPC composite beams under hogging moment. Eng Struct 206(C):110134


    Google Scholar
     

  • Yao Y, Ji B, Li Y, Fu Z, Chen Z (2021) Diaphragm splicing deviation in steel bridge deck: effect on fatigue performance and its preventive measures. J Performance Constructed Facil 35(3):04021008


    Google Scholar
     

  • Yao ZL, Yan BF (2020) Experimental model test and flexural performance of wet joints in prefabricated UHPC bridges. Highway Eng 45(3):105–110 138


    Google Scholar
     

  • Yazdani M, Azimi P (2020) Assessment of railway plain concrete arch bridges subjected to high-speed trains. Structures 27:174–193


    Google Scholar
     

  • Yazhi Z, Amit K (2020) Estimating the evolution of strain induced by inelastic cyclic local buckling in steel beam-columns. Eng Struct 215:110708


    Google Scholar
     

  • Yokozeki K, Tominaga T, Miki C (2021) The effects of rib shape and slit on fatigue properties of orthotropic steel decks. Welding World 65(4):601–609


    Google Scholar
     

  • Yu Y, Gao W, Castel A, Liu A, Feng Y, Chen X, Mukherjee A (2020) Modelling steel corrosion under concrete non-uniformity and structural defects. Cem Concr Res 135:106109


    Google Scholar
     

  • Yuan Y, Han W, Li G, Xie Q, Guo Q (2019) Time-dependent reliability assessment of existing concrete bridges including non-stationary vehicle load and resistance processes. Eng Struct 197:109426


    Google Scholar
     

  • Yuen Terry Y.P, Halder R, Chen WW, Zhou X, Deb T, Liu Y, Tseng Y, Wen TH (2020) DFEM of a post-tensioned precast concrete segmental bridge with unbonded external tendons subjected to prestress changes. Structures 28:1322–1337

  • Zaki A, Jusman Y, Johari MA, Hussin WM (2020) Image processing for corrosion quantification in concrete slabs using GPR data. J Phys Conf Ser 1471(1):012049


    Google Scholar
     

  • Zanini MA, Toska K, Faleschini F, Pellegrino C (2020) Seismic reliability of reinforced concrete bridges subject to environmental deterioration and strengthened with FRCM composites. Soil Dyn Earthq Eng 136:106224


    Google Scholar
     

  • Zhan J, Xin D, Ou J, Liu Z (2020a) Experimental study on suppressing vortex-induced vibration of a long-span bridge by installing the wavy railings. J Wind Eng Ind Aerodyn 202:104205

  • Zhan Y, Yin C, Liu F, et al. (2020b) Pushout Tests on Headed Studs and PBL Shear Connectors Considering External Pressure. J Bridge Eng 25

  • Zhang (2020a) Radar-based multipoint displacement measurements of a 1200-m-long suspension bridge. ISPRS J Photogram Remote Sens 167:71–84


    Google Scholar
     

  • Zhang (2020b) Seismic performance of bridge with unbonded posttensioned self-centering segmented concrete-filled steel-tube columns: an underwater shaking table test. Soil Dyn Earthq Eng:138, 106350

  • Zhang C, Fu GH, Lin ZT et al (2020a) Influence of the tower shapes on lateral seismic response of cable-stayed bridge. Earthq Eng Dynam 40(03):97–107

  • Zhang C, Liu Y, Liu J, et al. (2020b) Validation of long-term temperature simulations in a steel-concrete composite girder. Structures 27:1962–1976

  • Zhang D, Li N, Li Z-X, Xie L (2020c) Seismic performance of bridge with unbonded posttensioned self-centering segmented concrete-filled steel-tube columns: an underwater shaking table test. Soil Dyn Earthq Eng 138:106350

  • Zhang G, Kodur V, Song C, et al. (2020d) A numerical model for evaluating fire performance of composite box bridge girders. J Constructional Steel Res 165

  • Zhang J, Hu X, Fu W, et al. (2020e) Experimental and theoretical study on longitudinal shear behavior of steel-concrete composite beams. J Constructional Steel Res 171

  • Zhang J, Mao Z, Ye Y, et al. (2020f) Shear resistance of corroded discontinuous perfobond rib connections. Journal of Nanjing Tech University(Natural Science Edition) 42:600–607

  • Zhang J, Xu JX, Guo JN, Long W (2020g) Design and research on overall architecture of intelligent Sichuan-Tibet railway system. China Transport Rev 42(01):100–107


    Google Scholar
     

  • Zhang J, Zhang M, Li Y, Qian Y, Huang B (2020h) Local wind characteristics on bridge deck of twin-box girder considering wind barriers by large-scale wind tunnel tests. Nat Hazards 103(1):751–766

  • Zhang LW, Lu CH (2020) A seismic reliability of bridge piers based on first four moments of extreme structural responses. J Vibration Shock 39(07):36–42


    Google Scholar
     

  • Zhang M, Xu F, Øiseth O (2020i) Aerodynamic damping models for vortex-induced vibration of a rectangular 4:1 cylinder: comparison of modeling schemes. J Wind Eng Ind Aerodyn 205:104321

  • Zhang QH, Guo HL, Bao Y, Cheng ZY, Jia DL (2020j) Antislip safety of double-cable multispan suspension bridges with innovative saddles. J Bridg Eng 25(5):04020021

  • Zhang QH, Han SH, Bao Y, Cheng ZY, Jia DL, Bu YZ (2020k) Frictional resistance between Main cable and saddle for suspension bridges. I: friction characteristic of single Strand. J Bridg Eng 25(8):04020042

  • Zhang J, Wei K, Qin S (2020a) Bayesian updating model for structural vibration–induced hydrodynamic added mass of rectangular pile cap submerged in water. J Eng Mech 146(9):04020096

  • Zhang Q, Ma Y, Cui C, Chai X, Han S (2021) Experimental investigation and numerical simulation on welding residual stress of innovative double-side welded rib-to-deck joints of orthotropic steel decks. J Constr Steel Res 179:106544


    Google Scholar
     

  • Zhang QH, Dao-yun YU, Bao-zhou WA (2020b) Fatigue performance of innovate both-side welded rib-to-deck joints. China J Highway Transport 33(5):79–91
    rictional Resistance between Main Cable and

  • Zhang QH, Li J, Guo YW et al (2019) Fatigue failure modes and resistance evaluation of orthotropic steel bridge deck structural system. China Civil Eng J 52(1):71–81


    Google Scholar
     

  • Zhang QH, Li J, Yuan D (2020l) Fatigue model tests of orthotropic steel bridge deck of Shenzhen-Zhongshan link. China Civil Eng J 53(11):102–115

  • Zhang QH, Wang YW, Chen ZY, Jia DL (2020m) Hybrid analytical-numerical method for evaluating the frictional resistance between main cable and saddle. Eng Mech 33(11):158–168


    Google Scholar
     

  • Zhang QH, Yuan DY, Wang BZ et al (2020n) Fatigue performance of innovation both-side welded rib-to-deck joints. China J Highw Transp 33(5):79–91

  • Zhang S, He J, Yu Q, Wu X (2020o) Multi-scale load identification system based on distributed optical fiber and local FBG-based vibration sensors. Optik (Stuttgart) 219:165159

  • Zhang T, Sun Y, Li M, Yang X (2020p) Experimental and numerical studies on the vortex-induced vibration of two-box edge girder for cable-stayed bridges. J Wind Eng Ind Aerodyn 206:104336

  • Zhang X, Li X, Liu R, et al. (2020q) Dynamic properties of a steel–UHPC composite deck with large U-ribs: Experimental measurement and numerical analysis. Eng Structures 213

  • Zhang Y, Cai S, Zhu Y, et al. (2020r) Flexural responses of steel-UHPC composite beams under hogging moment. Eng Structures 206

  • Zhang Y, Qiuyu L, Zhaoda D, Kefei Z (2020s) Fiber Bragg grating rhombic strain sensor. Laser Technol:1–13

  • Zhang Z, Li W, Ding Z, Wu X (2020t) An approach to the selection of target reliability index of cable-stayed bridge’s main girder based on optimal structural parameter ratio from cost-benefit analysis. Structures 28:2221–2231

  • Zhang Z, Liang D, Fang C, Zheng Y (2020u) Experimental study and dynamic analysis on self-centering rocking piers equipped with shape memory alloy (SMA) cables. World Earthq Eng 36(04):138–146

  • Zhang Z, Tang Y, Li J, et al. (2020v) Torsional behavior of box-girder
    orsional behavior of box-girdwith corrugated web and steel bottom flange. J Constructional Steel Res 167

  • Zhang Z, Zhou J, Yang J, Zou Y, Wang Z (2020w) Understanding of the deterioration characteristic of concrete exposed to external sulfate attack: insight into mesoscopic pore structures. Constr Build Mater 260:119932

  • Zhao Q, Du Y, Peng Y, et al. (2019) Shear Performance of Short Channel Connectors in a Steel-UHPC Composite Deck. Int J Steel Struc 20:300–310

  • Zhao G, Hou Z, Gao P, et al. (2020a) Study on shear performance of group stud connector under the quasi-static load Engineering Mechanics 37:201–213

  • Zhao H, Gou HY, Ni YH (2020b) Shear lag effect of corrugated steel-concrete composite multi-box cable-stayed bridge. J South China Univ Technol 48(7):93–109


    Google Scholar
     

  • Zhao XW, Xiao RC, Sun B (2020) Research on shrinkage performance of Normal temperature curing ultra-high performance concrete composite bridge deck. China Foreign Highway 40(3):100–108


    Google Scholar
     

  • Zheng KF, Zhang Y, Heng JL et al (2019) Corrosion-fatigue evaluation of uncoated weathering steel bridges. Appl Sci 9(17):3461


    Google Scholar
     

  • Zheng FL, Chen YM, Li JZ et al (2020a) Influence of pylon-girder connection on seismic response of multi-pylon cable-stayed bridge. J Highway Transport Res Dev 37(08):58–65


    Google Scholar
     

  • Zheng G, Kuang Z, Xiao J, Pan Z (2020b) Mechanical performance for defective and repaired grouted sleeve connections under uniaxial and cyclic loadings. Constr Build Mater 233:117233


    Google Scholar
     

  • Zheng KF, Zhang Y, Heng JL et al (2020c) High strength weathering steel and its application and prospect in bridge engineering. J Harbin Institute Technol 52(3):1–10


    Google Scholar
     

  • Zheng Y-Z, Wang W-W, Mosalam KM, Fang Q, Chen L, Zhu Z-F (2020d) Experimental investigation and numerical analysis of RC beams shear strengthened with FRP/ECC composite layer. Compos Struct 246:112436


    Google Scholar
     

  • Zhou Y, Sun L, Xie M (2018) Wind characteristics at a long-span sea-crossing bridge site based on monitoring data. J Low Freq Noise Vibration Active Contr 39(3):453–469


    Google Scholar
     

  • Zhou H, Hao C, Zheng Z, et al. (2019) Numerical Studies on Fire Resistance of Prestressed Continuous Steel–Concrete Composite Beams. Fire Tech 56:993–1011

  • Zhou M, Fu HY, Su XL, An L (2019a) Shear performance analysis of a tapered beam with trapezoidally corrugated steel webs considering the Resal effect. Eng Struct 196:109295

  • Zhou M, Shang XN, Hassanein MF, Zhou LY (2019b) The differences in the mechanical performance of prismatic and non-prismatic beams with corrugated steel webs: a comparative research. Thin-Walled Struct 141:402–410


    Google Scholar
     

  • Zhou C, Li L, Wang J (2020a) Modified bar simulation method for shear lag analysis of non-prismatic composite box girders with corrugated steel webs. Thin-Walled Struct 155:106957

  • Zhou M, Liao J, An L (2020b) Effect of multiple environmental factors on the adhesion and diffusion behaviors of chlorides in a bridge with coastal exposure: Long-term experimental study. J Bridg Eng 25(10):04020081

  • Zhou M, Liao JC, An L (2020c) Shear properties of tapered box girders with steel Trapezoidally corrugated webs considering Resal effect. J Bridg Eng 25(1):04019126

  • Zhou Q, Zhu L, Zhao C, Ren P (2020d) Investigation on spanwise coherence of buffeting forces acting on bridges with bluff body decks. Wind Struct 30(2):181–198


    Google Scholar
     

  • Zhou R, Gao H, Feng Z, Qiao X (2020e) Simulation and hardware implementation of demodulation for fiber optic seismic sensor with linear edge filtering method. Opt Fiber Technol 60:102384


    Google Scholar
     

  • Zhou X, Li DP, He XH, Jin HQ (2020f) Wind tunnel test and research on train track optimization layout of the same level bridge.J Wuhan University of Technology(Transportation Science & Engineering) 44(01):126–129

  • Zhou Y, Chen X, Wang X, Sui L, Huang X, Guo M, Hu B (2020g) Seismic performance of large rupture strain FRP retrofitted RC columns with corroded steel reinforcement. Eng Struct 216:110744


    Google Scholar
     

  • Zhou Y, Xia Y, Chen B, Fujino Y (2020h) Analytical solution to temperature-induced deformation of suspension bridges. Mech Syst Signal Process 139:106568


    Google Scholar
     

  • Zhou M, Liu Y, Wang K, et al. (2020j) New Asynchronous-Pouring Rapid-Construction Method for Long-Span Prestressed Concrete Box Girder Bridges with Corrugated Steel Webs. J Construction Eng Manage 146:05019021

  • Zhou J, Sun Z, Wei B, Zhang L, Zeng P (2021a) Deflection-based multilevel structural condition assessment of long-span prestressed concrete girder bridges using a connected pipe system. Measurement 169:108352


    Google Scholar
     

  • Zhou M, Chen YY, Su XL, An L (2021b) Mechanical performance of a beam with corrugated steel webs inspired by the forewing of Allomyrina dichotoma. Structures 29:741–750


    Google Scholar
     

  • Zhou M, Liao JC, Zhong JT, An L, Wang HB (2021c) Unified calculation formula for predicting the shear stresses in prismatic and non-prismatic beams with corrugated steel webs. Structures 29:507–518


    Google Scholar
     

  • Zhou X, Men P, Di J, et al. (2021d) Experimental investigation of the vertical shear performance of steel of steel–concrete composite girders under negative moment. Engineering Structures 228

  • Zhuang M, Miao C (2020) Fatigue reliability assessment for hangers of a special-shaped CFST arch bridge. Structures 28:235–250


    Google Scholar
     

  • Zhuang B, Liu Y and Wang D. (2020) Shear mechanism of Rubber-Sleeved Stud (RSS) connectors in the steel-concrete interface of cable-pylon composite anchorage. Eng Structures 223

  • Zhu AZ, Li M, Tian Y et al (2017) Fatigue test on full-scale orthotropic steel bridge deck with inner diaphragm. Steel Construct 32(01):45–50


    Google Scholar
     

  • Zhu D, Dong Y (2020) Experimental and 3D numerical investigation of solitary wave forces on coastal bridges. Ocean Eng 209:107499


    Google Scholar
     

  • Zhu ZW, Li J-p, Huang Y (2020b) Investigation on fatigue performance of rib-to-floorbeam connection with two cutout geometries based on field monitoring. China J Highway Transport 33(1):87–99


    Google Scholar
     

  • Zhu J, Guo X, Kang J, et al. (2020a) Numerical and theoretical research on flexural behavior of steel-UHPC composite beam with waffle-slab system. J Constructional Steel Res 171

  • Zhu J-S, Wang Y-G, Yan J-B, et al. (2020b) Shear behaviour of steel-UHPC composite beams in waffle bridge deck. Composite Structures 234

  • Zhu L, Wang H-L, Han B, et al. (2020c) Dynamic analysis of a coupled steel-concrete composite box girder bridge-train system considering slip and shear-lag. Thin-Walled Structures 157

  • Zhu L, Wang J-J, Li M-J, et al. (2020d) Finite beam element with 22 DOF for curved composite box girders considering torsion, distortion, and biaxial slip. Archives of Civil and Mechanical Engineering 20

  • Zhu L, Wang J-J, Li X, et al. (2020e) Experimental and Numerical Study of Curved SFRC and ECC composite beams with Various Connectors. Thin-Walled Structures 155

  • Zhu YB, Wan S, Shen KJ, Su Q, Huang MY (2020f) Experimental and numerical study on the nonlinear performance of single-box multi-cell composite box-girder with corrugated steel webs under pure torsion. J Constr Steel Res 168:106005

  • Zhu Y, Zhang Y, Hussein HH, et al. (2020g) Flexural Study on UHPC–Steel Composite Beams with Joints under Negative Bending Moment. J Bridge Eng 25

  • Zhu Y-J, Wang J-J, Nie X, et al. (2020h) Structural performance of slabs in composite box girder considering compressive membrane action. Eng Structures 212

  • Zhuo WD, Wang ZJ, Liao LY (2020) Trial design of bridge with concrete-filled steel tubular column and energy dissipating mild steel plate composite tall piers. J Disas Prev Mitigation Eng 40(04):483–489


    Google Scholar
     

  • Zhuo L, Liao H, Li M (2021) Flutter control of a streamlined box girder with active flaps. J Vibration Contr 27(5–6):662–674

    MathSciNet 

    Google Scholar
     

  • Zollini S, Alicandro M, Dominici D, Quaresima R, Giallonardo M (2020) UAV photogrammetry for concrete bridge inspection using object-based image analysis (OBIA). Remote Sens 12(19):3180


    Google Scholar
     

  • Zou SM, He XH, Wang HF, Tang LB, Peng TW (2020a) Wind tunnel experiment on aerodynamic characteristics of high-speed train bridge system under crosswind. J Traffic Transport Eng 20(01):132–139

  • Zou Y, Di J, Zhou J, et al. (2020b) Shear behavior of perfobond connectors in the steel-concrete joints of hybrid bridges. J Constructional Steel Res 172

  • Rights and permissions

    Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.

    Disclaimer:

    This article is autogenerated using RSS feeds and has not been created or edited by OA JF.

    Click here for Source link (https://www.springeropen.com/)