ORCID: https://orcid.org/0000-0002-4168-4328
Google Scholar: https://scholar.google.com/citations?user=mOfPbdAAAAAJ&hl=en
ResearchGate: https://www.researchgate.net/profile/Xiaowei_Wang20
WoS ResearcherID: https://www.webofscience.com/wos/author/rid/Q-3657-2016
国际期刊 (As of Aug 2023)
2023:
[J42] 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]
[J41] 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]
[J40] 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]
[J39] 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]
[J38] 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]
[J37] 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]
[J36] 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]
[J35] 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]
[J34] 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]
[J33] 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]
[J32] 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]
2022:
[J31] 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]
[J30] 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]
[J29] 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]
[J28] 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)
[J27] 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)
[J26] 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)
[J25] 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]
[J24] 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]
2021:
[J23] 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)
[J22] 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]
[J21] 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)
[J20] 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]
[J19] 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]
2020:
[J18] 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]
[J17] 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)
[J16] 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]
2019:
[J15] 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]
[J14] 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]
[J13] 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]
[J12] 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]
[J11] 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]
[J10] 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]
[J09] 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]
[J08] 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]
2018 and Before:
[J07] 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]
[J06] 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]
[J05] 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]
[J04] 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]
[J03] 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]
[J02] 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]
[J01] 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
[JC18] 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]
[JC17] 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]
[JC16] 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]
[JC15] 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）.
[JC14] 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]
[JC13] 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]
[JC12] 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]
[JC11] 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]
[JC10] 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]
[JC09] 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]
[JC08] 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]
[JC07] 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]
[JC06] 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]
[JC05] 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]
[JC04] 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]
[JC03] 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]
[JC02] 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]
[JC01] 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]
