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Wang J., Ye A., and Wang X.* (2023) “Quantifying easy-to-repair displacement ductility and lateral strength of scoured bridge pile-group foundations in cohesionless soils: A classification-regression combination surrogate model.” Journal of Bridge Engineering (ASCE). 28(10): 04023057. [Link] [Data/Code]
Zhou X., Shen Y., Li J.*, and Wang X. (2023) “Energy dissipation mechanisms in three-dimensional rocking motion of cylindrical structures.” Earthquake Engineering & Structural Dynamics. 52(11): 1234-1234. [Link]
Zhou L., Alam M.S., Wang X., Zhang P., and Ye A.* (2023) “Optimal intensity measure selection and probabilistic seismic demand model of pile group supported bridges in sandy soil considering variable scour effects.” Ocean Engineering. 285: 115365. [Link]
Wang J., Wang X., and Ye A.* (2023) “Ductile behavior of scoured RC pile-group foundations for bridges in cohesionless soils: Parametric incremental dynamic analysis.” Journal of Bridge Engineering (ASCE). 28(9): 04023057. [Link]
Wang X., Alipour A., Wang J., Shang Y., and Ye A.* (2023) “Seismic resonance behavior of soil-pile-structure systems with scour effects: Shake-table tests and numerical analyses.” Ocean Engineering. 283: 115052. [Link]
Wang X., Luo F., and Ye A.* (2023) “A holistic framework for seismic analysis of extended pile-shaft-supported bridges against different extents of liquefaction and lateral spreading.” Soil Dynamics and Earthquake Engineering. 170: 107914. [Link]
Wang J., Wang X., Ye A., and Guan Z. (2023) “Deformation-based pushover analysis method for transverse seismic assessment of inverted Y-shaped pylons in kilometer-span cable-stayed bridges: Formulation and application to a case study.” Soil Dynamics and Earthquake Engineering, 169: 107874. [Link]
Fan X., Zhang X., Wang X., and Yu X. (2023) “A novel deep reinforcement learning model for resilient road network recovery from multiple hazards.” Journal of Infrastructure Preservation and Resilience, 4: 8. [Link]
Du A., Wang X., Xie Y., and Dong Y. (2023) “Regional seismic risk and resilience assessment: Methodological development, applicability, and future research needs – An earthquake engineering perspective.” Reliability Engineering and System Safety, 233: 109104. [Link]
Su J., Wu D., and Wang X.* (2023) “Influence of ground motion duration on seismic behavior of RC bridge piers: The role of low-cycle fatigue damage of reinforcing bars.” Engineering Structures, 279: 115587. [Link]
Guo J., Ye A., Wang X., and Guan Z. (2023) “OpenSeesPyView: Python programming-based visualization and post-processing tool for OpenSeesPy.” SoftwareX, 21: 101278. [Link]
Wang J., Wang X., Liu T., and Ye A. (2022) “Seismic uplift behavior and energy dissipation mechanism of scoured bridge pile-group foundations: Quasi-static test and numerical analysis.” Ocean Engineering, 266(P5): 113172. [Link]
Wang X., Liu T., Wang J., and Ye A. (2022) “Weakened section detailing for scoured pile-group foundations in sands toward post-earthquake resilient behavior: Quasi-static tests.” Ocean Engineering, 266(1), 112897. [Link]
Wang Z., Shafieezadeh A., Xiao X., Wang X., and Li Q. (202X) “Optimal monitoring location for tracking evolving risks to infrastructure systems: Theory and application to tunneling excavation risk.” Reliability Engineering and System Safety, 228: 108781. [Link]
Chen X., Ikago K., Guan Z., Li J., and Wang X.* (2022) “Lead-Rubber-Bearing with Negative Stiffness springs (LRB-NS) for base-isolation seismic design of resilient bridges: A theoretical feasibility study.” Engineering Structures, 266: 114601. [Link] (Editor's Choice Paper) (Web of Science ESI Highly Cited Paper, first announced on March 10, 2023)
Wang X., Yuan Xinzhe, Feng R., and Dong Y. (2022) “Data-driven probabilistic curvature capacity modeling of circular RC columns facilitating seismic fragility analyses of highway bridges.” Earthquake Engineering and Resilience, 1(2): 1-14. [Link] [Code] (Invited paper for inaugural volume)
Wang X.*, Mazumder R.K., Salarieh B., Salman A., Shafieezadeh A., and Li Y. (2022) “Machine learning for risk and resilience assessment in structural engineering: Progress and future trends”. Journal of Structural Engineering (ASCE), 148(8): 03122003. [Link] (Web of Science ESI Highly Cited Paper, first announced on May 11, 2023)
Ye Z., Shafieezadeh A., Feng D.C., Wu G., and Wang X. (2022) “Optimum weighted arithmetic means of peak- and spectral-based intensity measures for probabilistic seismic demand modeling of modularized suspended buildings.” Bulletin of Earthquake Engineering, 20(10): 5383-5426. [Link]
Fan X., Wang X., Zhang X., and Yu X. (2022) “Machine learning based water pipe failure prediction: The effects of engineering, geology, climate and socio-economic factors.” Reliability Engineering & System Safety, 108185. [Link]
Pang Y., and Wang X.* (2021) “Cloud-IDA-MSA conversion of fragility curves for efficient and high-fidelity resilience assessment.” Journal of Structural Engineering (ASCE), 147(5): 04021049. [Link] [Code] (Editor's Choice Paper) (Web of Science ESI Highly Cited Paper, first announced on March 10, 2023) (Highly Cited Paper in Google Scholar Metrics 2022, 2023)
Wang X., Shafieezadeh A., and Padgett J.E. (2021) “FOSID: A fractional order spectrum intensity for probabilistic seismic demand modeling of extended pile-shaft-supported highway bridges under liquefaction and transverse spreading.” Bulletin of Earthquake Engineering, 19(6): 2531-2559. [Link] [Code]
Wang X.* (2021) “Empirical probability distribution models for soil-layer thicknesses of liquefiable ground.” Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 147(6): 06021005. [Link] [Data] (Highlighted on NSF NHERI News and Research Curated Weekly)
Wang X.*, Li Z., and Shafieezadeh A. (2021) “Seismic response prediction and variable importance analysis of extended pile-shaft-supported bridges against lateral spreading: Exploring optimized machine learning models.” Engineering Structures, 236: 112142. [Link]
Pang Y., and Wang X.* (2021) “Enhanced Endurance-Time-Method (EETM) for efficient seismic fragility, risk and resilience assessment of structures.” Soil Dynamics and Earthquake Engineering, 144: 106731. [Link]
Wang X., Ji B., and Ye A. (2020) “Seismic behavior of pile-group-supported bridges in liquefiable soils with crusts subjected to potential scour: Insights from shake-table tests.” Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 146(5): 04020030. [Link]
Wang X., Pang Y., and Ye A. (2020) “Probabilistic seismic responses of coastal highway bridges under scour and liquefaction conditions: Does the hydrodynamic effect matter?” Advances in Bridge Engineering, 1(1): 19. [Link] (Invited paper for inaugural issue)
Liu T., Wang X., and Ye A. (2020) “Roles of pile-group and cap-rotation effects on seismic failure mechanisms of partially-embedded bridge foundations: Quasi-static tests.” Soil Dynamics and Earthquake Engineering, 132: 106074. [Link]
Wang X., Ye A., Shang Y., and Zhou L. (2019) “Shake-table investigation of scoured RC pile-group-supported bridges in liquefiable and nonliquefiable soils.” Earthquake Engineering & Structural Dynamics, 48(11): 1217-1237. [Link]
Wang X., Shafieezadeh A., and Ye A. (2019) “Optimal EDPs for post-earthquake damage assessment of extended pile-shaft-supported bridges subjected to transverse spreading.” Earthquake Spectra, 35(3): 1367-1396. [Link]
Wang X., Ye A., and Ji B. (2019) “Fragility-based sensitivity analysis on the seismic performance of pile-group-supported bridges in liquefiable ground undergoing scour potentials.” Engineering Structures, 198: 109427. [Link]
Zhou L., Wang X., and Ye A. (2019) “Low cycle fatigue performance investigation on Transverse Steel Dampers for bridges under ground motion sequences using shake-table tests.” Engineering Structures, 196: 109328. [Link]
Wang X., Fang J., Zhou L., and Ye A. (2019) “Transverse seismic failure mechanism and ductility of reinforced concrete pylon for long span cable-stayed bridges: Model test and numerical analysis.” Engineering Structures, 189: 206-221. [Link]
Wang X., Ye A., Shafieezadeh A., and Padgett J.E. (2019) “Fractional order optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefiable and laterally spreading ground.” Soil Dynamics and Earthquake Engineering, 120: 301-315. [Link] [Code]
Zhou L., Wang X., and Ye A. (2019) “Shake table test on transverse steel damper seismic system for long span cable-stayed bridges.” Engineering Structures, 179: 106-119. [Link]
Blanco G., Ye A., Wang X.*, and Goicolea J. (2019) “Parametric pushover analysis on elevated RC pile-cap foundations for bridges in cohesionless soils.” Journal of Bridge Engineering (ASCE), 24(1): 04018104. [Link]
Feng R., Wang X., Yuan W., and Yu J. (2018) “Impact of seismic excitation direction on the fragility analysis of horizontally curved concrete bridges.” Bulletin of Earthquake Engineering, 16(10): 4705-4733. [Link]
Wang X., Shafieezadeh A., and Ye A. (2018) “Optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefied and laterally spreading ground.” Bulletin of Earthquake Engineering, 16(1): 229-257. [Link] [Highly Cited Paper in Google Scholar Metrics 2022-2023]
Wang X., Ye A., Shafieezadeh A., and Li J. (2018) “Shallow-layer p-y relationships for micropiles embedded in saturated medium dense sand using quasi-static test.” Geotechnical Testing Journal (ASTM), 41(1): 193-206. [Link]
Shen X., Wang X., Ye Q., and Ye A. (2017) “Seismic performance of Transverse Steel Damper seismic system for long span bridges.” Engineering Structures, 141: 14-28. [Link]
Wang X., Luo F., Su Z., and Ye A. (2017) “Efficient finite-element model for seismic response estimation of piles and soils in liquefied and laterally spreading ground considering shear localization.” International Journal of Geomechanics (ASCE), 17(6): 06016039. [Link]
He Z., Liu W., Wang X., and Ye A. (2016) “Optimal force-based beam-column element size for reinforced concrete piles in bridges.” Journal of Bridge Engineering (ASCE), 21(11): 06016006. [Link]
Wang X., Ye A., He Z., and Shang Y. (2016) “Quasi-static cyclic testing of elevated RC pile-cap foundation for bridge structures.” Journal of Bridge Engineering (ASCE), 21(2): 04015042. [Link]
中文EI
周成, 叶爱君, 王晓伟*, 庞于涛, 包绍伦. 玛多7.4级地震野马滩大桥桥台纵桥向破坏机理分析[J]. 土木工程学报, 2023. [Link]
王靖程, 叶爱君, 王晓伟*, 李越. 液化大变形场地桩柱式墩桥梁震后竖向承载能力损失评估[J]. 工程力学, 2023 [Link]
王晓伟, 钱晋, 叶爱君, 王靖程, 杨光怡.砂土场地桩柱式墩桥梁桩身地震需求简化计算方法[J]. 工程力学, 2023 [Link]
王靖程, 叶爱君, 王晓伟. 砂土场地桥梁群桩基础延性抗震性能分析[J]. 同济大学学报（录用待刊）.
王晓伟, 叶爱君, 李闯. 场地液化对不同形式梁桥地震反应的影响[J]. 同济大学学报, 2018, 46(6): 759-766. [Link]
王晓伟, 李闯, 叶爱君, 商宇. 可液化河谷场地简支梁桥的地震反应分析[J]. 中国公路学报, 2016, 29(4): 85-95. [Link]
王晓伟, 叶爱君, 商宇. 砂土地基小直径单桩的浅层土p-y曲线[J]. 岩土工程学报, 2018, 40(9): 1736-1745. [Link]
王晓伟, 布兰克, 叶爱君, 赫中营. 砂土中桥梁高桩承台基础的抗震延性能力参数分析[J]. 土木工程学报, 2018, 51(5): 112-121. [Link]
王晓伟, 叶爱君, 罗富元. 液化场地桩柱式基础桥梁结构地震反应的敏感性分析[J]. 工程力学, 2016, 33(8): 132-140. [Link]
王晓伟, 叶爱君, 沈星, 庞于涛. 大跨度桥梁边墩横向减震体系的地震易损性分析[J]. 同济大学学报, 2016, 44(3): 333-340. [Link]
王晓伟, 赫中营, 叶爱君. 桥梁高桩承台基础地震破坏机理试验研究[J]. 同济大学学报, 2014, 42(9): 1313-1320. [Link]
叶爱君, 周连绪, 陈光, 王晓伟. 大跨度斜拉桥倒Y型混凝土桥塔的横向拟静力试验[J]. 土木工程学报, 2018, 51(9): 66-74. [Link]
商宇, 叶爱君, 王晓伟. 冲刷条件下的桩基桥梁振动台试验[J]. 中国公路学报, 2017, 30(12): 280-289. [Link]
叶爱君, 方家欣, 张少为, 王晓伟. 小箱梁桥的横向减震体系及其耗能特性[J]. 中国公路学报, 2017, 30(12): 21-29. [Link]
刘腾飞, 叶爱君, 王晓伟. 土体约束对桩柱式桥墩塑性铰长度的影响[J]. 同济大学学报, 2016, 44(10): 1490-1496. [Link]
魏洋, 王晓伟, 李国芬. 配筋重组竹受弯试件力学性能试验[J]. 复合材料学报, 2014, 31(4): 1030-1036. [Link]
沈星, 叶爱君, 王晓伟. 双柱墩弹塑性位移能力简化计算方法[J]. 同济大学学报, 2014, 42(4): 513-519.[Link]
沈星, 叶爱君, 王晓伟. 柔性横系梁双柱墩的抗震行为分析[J]. 同济大学学报, 2013, 41(3): 342-347.[Link]
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