职称:教授
学位:博士
著作:
[1] 王伟、王俊杰著. 《建筑结构抗连续倒塌的机理、评估与鲁棒性提升》. ISBN 978-7-112-25923-6, 中国建筑工业出版社,2021.
[2] 王伟、方成著. 《基于形状记忆合金的抗震韧性钢结构:材料、构件与体系》. ISBN 978-7-112-24126-2, 中国建筑工业出版社,2020.
[3] Cheng Fang & Wei Wang. (2020). Shape Memory Alloys for Seismic Resilience. ISBN 978-981-13-7039-7, Springer.
[4] 王伟、方成译. 《重建克赖斯特彻奇:建筑结构体系抗震设计的转变》. ISBN 978-7-112-23268-0, 中国建筑工业出版社,2019.
[5] 王伟 著. 《圆钢管相贯节点非刚性性能及对结构整体行为的影响效应》. ISBN 978-7-5608-7047-2, 同济大学出版社,2017.
[6] 曹万林、陈以一等 著. 《绿色农房技术集成与案例》(王伟著第3章“装配式轻钢框架-预应力支撑结构与案例”). 中国建筑工业出版社,2018.
[7] 但泽义主编. 《钢结构设计手册》(第四版)(王伟为编著委员会委员,负责15.3-15.6节和17.6节的编写). 中国建筑工业出版社,2019.
期刊论文:
[1] Zhiyang Xie, Wei Wang*, Zucheng Yao. (2024). Experiments and modeling of shear ultra-low-cycle fatigue of structural steel considering plastic deformation histories. Construction and Building Materials, 418: 135409. (SCI, EI)
[2] Haowen Hou, Wei Wang*, Yuelin Zhang. (2024). Seismic damage assessment for flexural double skin composite walls based on the modified Park-Ang model. Thin-Walled Structures, 196: 111445. (SCI, EI)
[3] Tian You, Wei Wang*, Yiyi Chen. (2024). An asynchronous simulation algorithm for post-earthquake functional recovery of interdependent infrastructure systems. Earthquake Engineerng & Structural Dynamics, 53: 529-544. (SCI, EI)
[4] Junlin Li, Wei Wang*, Koichi Kusunoki, Yusuke Maida, ZelinWang. (2024). A simplified analysis method for estimating the peak responses of recentering structures with viscous damping systems. Earthquake Engineerng & Structural Dynamics, 53: 472-495. (SCI, EI)
[5] Yuelin Zhang, Hao Wang, Wei Wang*. (2024). A method to calculate seismic behavior of a corroded beam-to-column joint considering distribution randomness of corrosion depth. Journal of Constructional Steel Research, 212: 108267. (SCI, EI)
[6] Bochao Fu, Wei Wang, Yuqing Gao*. (2024). Physical rule-guided generative adversarial network for automated structural layout design of steel frame-brace structures. Journal of Building Engineering, 86: 108943. (SCI, EI)
[7] Yuelin Zhang, Wei Wang, Hongwei Huo, Yang Wang, Cheng Fang*. (2024). Influence of corrosion on ultra-low cycle fatigue performance of steel butt-welded joints with various welding methods. Journal of Constructional Steel Research, 215: 108561. (SCI, EI)
[8] Chunxue Dai, Shuling Hu*, Wei Wang. (2024). Additional damped rocking sections for enhancing seismic performance of self-centering dual rocking core system. Journal of Building Engineering, 86: 108723.
[9] Bida Zhao, Hongwei Huo, Cuiling Ran, Cheng Fang*, Wei Wang, Haijing Zhou. (2024). Flexural behavior of castellated partially encased composite (PEC) beams. Journal of Constructional Steel Research, 214: 108509. (SCI, EI)
[10] Jianshe Xu, Yazhi Zhu*, Jin Wu, Jin Lu, Qian Zhang, Wei Wang. (2024). Rotational stiffness investigation and parametric analysis of a novel assembled joint in lattice shells. Buildings, 14: 261. (SCI, EI)
[11] Jinggang Zhou, Xuanyi Zhou, Beihua Cong*, Wei Wang. (2023). Numerical study of the convective heat transfer coefficient for steel column surrounded by localized fires. Fire Safety Journal, 141: 103987. (SCI, EI)
[12] Wei Wang, Zucheng Yao, Zhiyang Xie*. (2023). Ductile fracture of LYP225 steel: Effects of stress states and loading histories. Construction and Building Materials, 404: 133240. (SCI, EI)
[13] Yazhi Zhu, Wei Wang*, Yi Shi, Lianjin Bao, Ming Li, Shiye Wang. (2023). Finite Element modeling and design equations of partially steel-reinforced concrete beam-to-steel tube column joint. Structures, 57: 105172. (SCI, EI)
[14] Shiye Wang, Wei Wang*, Zhiyang Xie. (2023). Nonlinear cyclic behavior of steel tube in concrete-filled steel tube members including local buckling. Thin-Walled Structures, 191: 111055. (SCI, EI)
[15] Shuling Hu, Ruibin Zhang*, Wei Wang. (2023). Hybrid self-centering dual rocking core system for seismic resilience by controlling both structural and nonstructural damage. Engineering Structures, 295: 116796. (SCI, EI)
[16] Ruibin Zhang, Shuling Hu*, Wei Wang. (2023). Probabilistic residual displacement-based design for enhancing seismic resilience of BRBFs using self-centering braces. Engineering Structures, 295: 116808. (SCI, EI)
[17] Ting Lou, Wei Wang*, Bassam A. Izzuddin. (2023). A framework for performance-based assessment in post-earthquake fire: Methodology and case study. Engineering Structures, 294: 116766. (SCI, EI)
[18] Cheng Fang, Junbai Chen*, Wei Wang*. (2023). SMA-braced steel frames influenced by temperature: Practical modelling strategy and probabilistic performance assessment. Journal of Building Engineering, 76: 107334.
[19] Xiaotian Liu, Wei Wang*, Junlin Li*. (2023). Full-scale shaking table tests and numerical studies of structural frames with a hybrid isolation system. Engineering Structures, 292: 116545. (SCI, EI)
[20] Zhiyang Xie, Wei Wang*, Yiyi Chen. (2023). Plastic-deformation-history effects on the cyclic ductile fracture of steel sheet under high triaxiality. Engineering Fracture Mechanics, 289: 109462. (SCI, EI)
[21] Yazhi Zhu, Wei Wang*, Yi Shi, Ming Li, Shiye Wang, Lianjin Bao, Yunyu Tian. (2023). Experimental and numerical study on seismic behavior of partially steel-reinforced concrete beam-to-steel tube column joint. Journal of Building Engineering, 76: 107210. (SCI, EI)
[22] Jinggang Zhou, Xuanyi Zhou*, Beihua Cong, Wei Wang. (2023). Comparison of different CFD-FEM coupling methods in advanced structural fire analysis. International Journal of Thermal Sciences, 193: 108465. (SCI, EI)
[23] Cheng Fang, Xiaotian Liu*, Wei Wang, Yue Zheng. (2023). Full-scale shaking table test and numerical analysis of structural frames with SMA cable-restrained base isolation. Earthquake Engineerng & Structural Dynamics, 52: 3879-3902. (SCI, EI)
[24] Xing Gao, Wei Wang*, Lip H. Teh. (2023). Experimental and numerical investigations of tensile behavior of slip-critical blind bolts anchored in concrete-filled steel tubes. Structures, 55: 354-369. (SCI, EI)
[25] Haowen Hou, Wei Wang*, Yueshi Chen. (2023). An assembled beam-to-double skin composite wall joint with insert diaphragm: Configuration, experiment, mechanical model and design method. Journal of Building Engineering, 74: 106883. (SCI, EI)
[26] Xing Gao, Wei Wang*. (2023). Bolt load looseness measurement for slip-critical blind bolt by ultrasonic technique: a feasibility study with calibration and experimental verification. Structural Health Monitoring, DOI: 10.1177/14759217231173873. (SCI, EI)
[27] Ting Lou, Wei Wang*, Bassam A. Izzuddin*. (2023). System-level analysis of a self-centring moment-resisting frame under post-earthquake fire. Engineering Structures, 289: 116294. (SCI, EI)
[28] Shuling Hu, Wei Wang, Shahria Alam, Songye Zhu, Ke Ke*. (2023). Machine learning-aided peak displacement and floor acceleration-based design of hybrid self-centering braced frames. Journal of Building Engineering, 72: 106429. (SCI, EI)
[29] Shuling Hu, Wei Wang*, Yongchang Lu. (2023). Explainable machine learning models for probabilistic buckling stress prediction of steel shear panel dampers. Engineering Structures, 288: 116235. (SCI, EI)
[30] Yazhi Zhu, Wei Wang*, Yongchang Lu, Zucheng Yao. (2023). Finite element modeling and design recommendations for low-yield-point steel shear panel dampers. Journal of Building Engineering, 72: 106634. (SCI, EI)
[31] Wuhua Zeng, Mingliang Fu, Yuezong Lian, Hai Zhong, Wei Wang. (2023). Experimental Study on the Seismic Performance of a Steel Slag CFDST T-Joint. Sustainability, 15(10): 7991.
[32] Tianyao Liu, Xudong Qian*, Wei Wang, Yiyi Chen.(2023). Resistance and strain during tearing for tubular joints under reversed axial actions. Journal of Constructional Steel Research, 213: 108328. (SCI, EI)
[33] Yuelin Zhang, Cheng Fang*, Wei Wang, Haowen Hou. (2023). Cyclic plasticity and ULCF behavior of steel butt-joints considering different welding methods. International Journal of Fatigue, 173: 107684. (SCI, EI)
[34] Chunxue Dai, Shuling Hu*, Wei Wang. (2023). Direct displacement-based design of SEDRC systems considering higher mode effects. Journal of Building Engineering, 71: 106407. (SCI, EI)
[35] Jiajun Du, Wei Wang*, Ting Lou, Hongyu Zhou. (2023). Resilience and sustainability-informed probabilistic multi-criteria decision-making framework for design solutions selection. Journal of Building Engineering, 71: 106421. (SCI, EI)
[36] Haowen Hou, Wei Wang*, Shiye Wang. (2023). Nonlinear modeling methods for cyclic analysis of double-skin composite shear walls. Thin-Walled Structures, 187: 110737. (SCI, EI)
[37] Xiaotian Liu, Wei Wang*, Junlin Li*.(2023). Seismic response mitigation of prefabricated industrial equipment structural frames through a hybrid isolation system. Journal of Constructional Steel Research, 206: 107918. (SCI, EI)
[38] Xing Gao, Wei Wang*. (2023). Component model and design method for tensile behavior of slip-critical blind bolts anchored in concrete-filled steel tubular sections. Thin-Walled Structures, 186: 110701. (SCI, EI)
[39] Shuling Hu, Wei Wang, Shahria Alam, Ke Ke*. (2023). Life-cycle benefits estimation of self-centering building structures. Engineering Structures, 284: 115982. (SCI, EI)
[40] Fangfang Liao, Ye Liu, Wei Wang, Zhengyan Lu, Xiaohong Li. (2023). Fracture performance study on Q460D steel and ER55-G welds after high temperature. Journal of Constructional Steel Research, 206: 107888. (SCI, EI)
[41] Tian You, Biniam Tekle Teweldebrhan, Wei Wang, Solomon Tesfamariam*. (2023). Seismic loss and resilience assessment of tall-coupled cross-laminated timber wall building. Earthquake Spectra. (SCI, EI)
[42] Junbai Chen, Wei Wang*, Cheng Fang*. (2023). Risk-targeted seismic design for collapse safety of SMA-based structures considering temperature effect. Earthquake Engineerng & Structural Dynamics. 2023;1-22. https://doi.org/10.1002/eqe.3858. (SCI, EI)
[43] Tianyao Liu, Xudong Qian*, Wei Wang, Yiyi Chen. (2023). A ductile tearing assessment diagram for cracked circular-hollow-section joints under reversed loadings. Marine Structures, 89: 103394. (SCI, EI)
[44] Junjie Wang, Ke Ke*, Michael C.H. Yam, Minghong Teng, Wei Wang. (2023). Improving structural robustness of steel frame buildings by enhancing floor deck connections. Journal of Constructional Steel Research, 202: 107797. (SCI, EI)
[45] Ruibin Zhang, Canxing Qiu*, Wei Wang. (2023). Peak and residual deformation-based seismic design for multi-story hybrid concentrically braced frames. Journal of Building Engineering, 67: 106075. (SCI, EI)
[46] Cheng Fang, Canxing Qiu*, Wei Wang, M. Shahria Alam. (2023). Self-centering structures against earthquakes: A critical review. Journal of Earthquake Engineering, DOI: 10.1080/13632469.2023.2166163. (SCI, EI)
[47] Junlin Li, Wei Wang*. (2023). Development of a new response spectrum analysis approach for determining elastic shear demands on shear-dominated steel building frames. Buildings, 13: 258. (SCI, EI)
[48] Zhiyang Xie, Yiyi Chen, Wei Wang*. (2023). Stress-state-dependency of post-necking hardening rule and its influence on ductile fracture prediction. Journal of Constructional Steel Research, 202: 107797. (SCI, EI)
[49] Junlin Li, Wei Wang*. (2023). An inelastic-state based procedure to calculate the force demands along building height for recentering steel building frames. Engineering Structures, 277: 115465. (SCI, EI)
[50] Shiye Wang, Wei Wang*, Shiwei Xie, Yueshi Chen. (2023). Behavior and design method of double skin composite wall under axial compression. Journal of Building Engineering, 64: 105554. (SCI, EI)
[51] Bochao Fu, Yuqing Gao, Wei Wang*. (2023). Dual generative adversarial networks for automated component layout design of steel frame-brace structures. Automation in Construction, 146: 104661. (SCI, EI)
[52] Tian You, Wei Wang*, Solomon Tesfamariam. (2023). Effects of self-centering structural systems on regional seismic resilience. Engineering Structures, 274: 115125. (SCI, EI)
[53] Ting Lou, Wei Wang*, Junlin Li*. (2023). Seismic behaviour of a self-centring steel connection with replaceable energy-dissipation components. Engineering Structures, 274: 115204. (SCI, EI)
[54] Ruibin Zhang, Wei Wang*, Chengyu Yang, Shuling Hu, M. Shahria Alam. (2023). Hybrid test and numerical study of beam-through frame enhanced by friction spring-based self-centering rocking core. Engineering Structures, 274: 115157. (SCI, EI)
[55] Yu Chen, Feng Zhou*, Wei Wang, Xuecheng Xia, Tianyi Ying, Guiping Yue. (2023). Experimental and numerical studies on the hot spot stress calculation method for welded CHS X-joints stiffened by internal ring stiffeners. Advanced in Structural Engineering, DOI: 10.1177/13694332221128848. (SCI, EI)
[56] Haowen Hou, Wei Wang*, Yueshi Chen. (2023). Cyclic behavior and mechanical model of a novel endplate connection to double-skin composite wall with slip-critical blind bolts. Journal of Building Engineering, 63: 105453. (SCI, EI)
[57] Shuling Hu, Wei Wang*, M. Shahria Alam. (2023). Probabilistic nonlinear displacement ratio prediction of self-centering energy-absorbing dual rocking core system under near-fault ground motions using machine learning. Journal of Earthquake Engineering, 27(3): 488-519. (SCI, EI)
[58] Cheng Fang, Chen Cao, Yue Zheng*, Honglei Wu, Wei Wang, Dong Liang. (2023). Self-Centering energy-dissipative restrainers incorporating SMA ring springs. ASCE Journal of Structural Engineering, 149(5): 04023040. (SCI, EI)
[59] Shuling Hu, Wei Wang*, Jiawen Yu. (2022). Experimental and design strategy of precast exterior wall panels with damage-control function for steel buildings. Journal of Building Engineering, 61: 105205. (SCI, EI)
[60] Shuling Hu, Songye Zhu, Wei Wang*, M. Shahria Alam. (2022). Structural and nonstructural damage assessment of steel buildings equipped with self-centering energy-absorbing rocking core systems: A comparative study. Journal of Constructional Steel Research, 198: 107559. (SCI, EI)
[61] Shuling Hu, Songye Zhu*, Wei Wang. (2022). Machine learning-driven probabilistic residual
displacement-based design method for improving post-earthquake repairability of steel moment-resisting frames using self-centering braces. Journal of Building Engineering, 61: 105225. (SCI, EI)
[62] Shuling Hu, Songye Zhu*, M. Shahria Alam, Wei Wang. (2022). Machine learning-aided peak and residual displacement-based design method for enhancing seismic performance of steel moment-resisting frames by installing self-centering braces. Engineering Structures, 271: 114935. (SCI, EI)
[63] Wei Wang, Cheng Fang*, Yuezhen Ji, Yongchang Lu, Michael CH Yam. (2022). Experimental and numerical studies on Fe-Mn-Si alloy dampers for enhanced low-cycle fatigue resistance. ASCE Journal of Structural Engineering, 148(11): 04022170. (SCI, EI)
[64] Fangfang Liao, Xiaohong Li, Wei Wang, Yiyi Chen, Tianhua Zhou, Shaofeng Nie. (2022). Seismic performance study on Q460 high-strength steel welded cruciform beam-column connections. Journal of Constructional Steel Research, 198: 107504. (SCI, EI)
[65] Junbai Chen, Wei Wang*, Cheng Fang. (2022). Seismic collapse capacity and dispersion spectra for self‐centering braced frames considering uncertainty propagation. Earthquake Engineerng & Structural Dynamics, 51(14): 3367-3392. (SCI, EI)
[66] Ruibin Zhang, Wei Wang*, M. Shahria Alam. (2022). Seismic evaluation of friction spring‐based self‐centering braced frames based on life‐cycle cost. Earthquake Engineerng & Structural Dynamics, 51(14): 3393-3415. (SCI, EI)
[67] Ting Lou, Wei Wang*. (2022). Post-fire seismic behaviour of a self-centring connection with buckling-restrained plates and pre-stressed bars. Engineering Structures, 269: 114814. (SCI, EI)
[68] Tian You, Wei Wang*, Yiyi Chen, Solomon Tesfamariam. (2022). Gaussian random field based correlation model of building seismic performance for regional loss assessment. Soil Dynamics and Earthquake Engineering, 162: 107501. (SCI, EI)
[69] Feng Zhou, Yu Chen*, Wei Wang, Wei Xie, Tianyi Ying, Guiping Yue. (2022). Investigation of hot spot stress for welded tubular K-joints with stiffeners. Journal of Constructional Steel Research, 197: 107452. (SCI, EI)
[70] Zhiyang Xie, Yiyi Chen, Wei Wang*.(2022). Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint. Journal of Constructional Steel Research, 196: 107446. (SCI, EI)
[71] Ruibin Zhang, Wei Wang*, M. Shahria Alam. (2022). Performance-based seismic design of full and partial self-centering steel braced frames using modified lateral force distribution. Journal of Constructional Steel Research, 196: 107438. (SCI, EI)
[72] Zhiyang Xie, Yiyi Chen, Wei Wang*.(2022). Pull-down test and numerical validation of multi-story steel moment frame using pulley-based loading system. Journal of Building Engineering, 57: 104930. (SCI, EI)
[73] Shuling Hu, Songye Zhu, Wei Wang*. (2022). Hybrid self-centering companion spines for structural and nonstructural damage control. Engineering Structures, 266: 114603. (SCI, EI)
[74] Chunxue Dai, Shuling Hu*, Wei Wang.(2022). Performance-based design of steel frames with self-centering modular panel. Journal of Building Engineering, 57: 104841. (SCI, EI)
[75] Shuling Hu, Wei Wang*, Xiaogang Lin. (2022). Two-stage machine learning framework for developing probabilistic strength prediction models of structural components: An application for RHS-CHS T-joint. Engineering Structures, 266: 114548. (SCI, EI)
[76] Junjie Wang, Ke Ke*, Wei Wang. (2022). Structural robustness evaluation of steel frame buildings with different composite slabs using reduced-order modeling strategies. Journal of Constructional Steel Research, 196: 107371. (SCI, EI)
[77] Yuelin Zhang, Cheng Fang*, Wei Wang. (2022). Experimental and numerical study on cyclic behavior of corroded Q345 steel. Journal of Constructional Steel Research, 196: 107369. (SCI, EI)
[78] Ting Lou, Wei Wang*, Junlin Li. (2022). Post-earthquake fire behaviour of a self-centring connection with buckling-restrained plates and pre-stressed bars: An experimental investigation. Journal of Building Engineering, 56: 104733. (SCI, EI)
[79] Shiye Wang, Wei Wang*, Yueshi Chen, Haowen Hou, Shiwei Xie. (2022). Seismic performance of double skin composite wall under maximum considered far-field earthquake loading protocol. Journal of Building Engineering, 55: 104705. (SCI, EI)
[80] Zucheng Yao, Wei Wang*, Amit Kanvinde. (2022). A constitutive model of cyclic plasticity with Lode dependence for structural steels. Computers and Structures, 268: 106826. (SCI, EI)
[81] Zucheng Yao, Wei Wang*. (2022). Full-range strain-hardening behavior of structural steels: Experimental identification and numerical simulation. Journal of Constructional Steel Research, 194: 107329. (SCI, EI)
[82] Fangfang Liao, Kaoshi Zhang, Wei Wang, Yiyi Chen, Shukai Tang, Xiao Xue, Chao Li. (2022). Fracture analysis of high-strength steel beam-column connections with initial defects. Journal of Constructional Steel Research, 194: 107301. (SCI, EI)
[83] Gongling Chu, Wei Wang*, Yunfeng Zhang. (2022). Experimental and numerical study of near-fault seismic performance of 2-story steel framed building with self-centering modular panels. ASCE Journal of Structural Engineering, 148(6): 04022067. (SCI, EI)
[84] Shuling Hu, Wei Wang*, M. Shahria Alam. (2022). Hybrid self-centering rocking core system with fiction spring and viscous dampers for seismic resilience. Engineering Structures, 257: 114102. (SCI, EI)
[85] Shiye Wang, Wei Wang*. (2022). Development of loading protocols for experimental testing of double skin composite wall. Journal of Building Engineering, 51: 104324. (SCI, EI)
[86] Junlin Li, Wei Wang*. (2022). Assessments on seismic performance of self-centering hybrid damping systems under far-field and near-field ground motions. Journal of Constructional Steel Research, 192: 107209. (SCI, EI)
[87] Tian You, Wei Wang*, Yan Zhang, Cheng Fang. (2022). Multi-level breakage-triggered RFID-based deformation sensor for rapid post-earthquake loss assessment of buildings: concept, development, and application. Structural Control and Health Monitoring, 29: e2947. doi:10.1002/stc.2947. (SCI, EI)
[88] Xinyue Yang, Yuqing Gao, Cheng Fang*, Yue Zheng, Wei Wang. (2022). Deep learning-based bolt loosening detection for wind turbine towers. Structural Control and Health Monitoring, 29: e2943. (SCI, EI)
[89] Cheng Fang, Wei Wang*, Canxing Qiu, Shuling Hu, Gregory MacRae, Matthew Eatherton. (2022). Seismic resilient steel structures: a review of research, practice, challenges and opportunities. Journal of Constructional Steel Research, 191: 107172. (SCI, EI)
[90] Xiaotian Liu, Wei Wang*, Cheng Fang. (2022). Seismic vibration control of novel prefabricated industrial equipment suspension structures with tuned mass damper. Journal of Constructional Steel Research, 191: 107163. (SCI, EI)
[91] Gongling Chu, Wei Wang*, Yunfeng Zhang. (2022). Quantification of seismic performance factors of steel frame systems with self-centering modular panel and replaceable hysteretic dampers. Journal of Constructional Steel Research, 189: 107059. (SCI, EI)
[92] Ting Lou, Wei Wang*. (2022). Mechanical properties of pre-damaged steel at elevated temperatures in post-earthquake fire scenarios. Journal of Constructional Steel Research, 189: 107102. (SCI, EI)
[93] Ruibin Zhang, Wei Wang*, Cheng Fang. (2022). Evaluation of a full-scale friction spring-based damper considering cumulative seismic demand. ASCE Journal of Structural Engineering, 148(3): 04021281. (SCI, EI)
[94] Tian You, Wei Wang*, Cheng Fang, Yiyi Chen. (2022). Rapid probabilistic loss assessment of buildings based on post-earthquake structural deformation conditions. Journal of Building Engineering, 45: 103629. (SCI, EI)
[95] Xing Gao, Wei Wang*, Lip Teh, Lijun Zhuang. (2022). A novel slip-critical blind bolt: experimental studies on shear, tensile and combined tensile-shear resistances. Thin Walled Structures, 170: 108630. (SCI, EI)
[96] Junjie Wang, Wei Wang*. (2022). Macromodeling approach and robustness enhancement strategies for steel frame buildings with composite slabs against column loss. ASCE Journal of Structural Engineering, 148(1): 04021238. (SCI, EI)
[97] Shuling Hu, Wei Wang*, M. Shahria Alam. (2022). Performance-based seismic design method for retrofitting steel moment-resisting frames with self-centering energy-absorbing dual rocking core system. Journal of Constructional Steel Research, 188: 106986. (SCI, EI)
[98] Junbai Chen, Wei Wang, Cheng Fang*. (2022). Manufacturing, testing and simulation of novel SMA-based variable friction dampers with enhanced deformability. Journal of Building Engineering, 45: 103513.
[99] Shuling Hu, Wei Wang*, M. Shahria Alam, Bing Qu. (2022). Improving the seismic performance of beam-through concentrically braced frames using energy-absorbing rocking core. Journal of Earthquake Engineering, 26(7): 3623-3638. (SCI, EI)
[100] Ruibin Zhang, Wei Wang, Cheng Fang*, Wenjie Zhang, Lijun Zhuang. (2021). Self-centering devices with paralleled friction spring groups: Development, experiment and system behavior. Journal of Earthquake Engineering, DOI: 10.1080/13632469.2021.2009059. (SCI, EI)
[101] Kiran Madrahalli Chidanandamurthy, Wei Wang*, Cheng Fang, Subhaschandra Kattimani. (2021). Static, buckling, and free vibration characteristics of porous skew partially functionally graded magneto-electro-elastic plate. Mechanics Based Design of Structures and Machines, DOI: 10.1080/15397734.2021.2008257. (SCI, EI)
[102] Tianyao Liu, Xudong Qian*, Wei Wang, Yiyi Chen. (2021). A ductile tearing assessment diagram to estimate load resistance versus crack extension for welded connections with surface cracks. Thin Walled Structures, 169: 108435. (SCI, EI)
[103] Gongling Chu, Wei Wang*, Yunfeng Zhang*. (2021). Shake-table testing of 2-story steel framed building with self-centering modular panels and slit steel plate walls. Engineering Structures, 247: 113232. (SCI, EI)
[104] Zucheng Yao, Wei Wang*, Yazhi Zhu. (2021). Experimental evaluation and numerical simulation of low-yield-point steel shear dampers. Engineering Structures, 245: 112860. (SCI, EI)
[105] Junlin Li, Wei Wang*, Zong Cao. (2021). Self-centering hybrid dampers for improving seismic resilience. Engineering Structures, 244: 112829. (SCI, EI)
[106] Junbai Chen, Wei Wang*, Cheng Fang. (2021). Probabilistic seismic evaluation of SMA-based self-centering braced structures considering uncertainty of regional temperature. Earthquake Engineerng & Structural Dynamics, 50(13): 3357-3378. (SCI, EI)
[107] Shuling Hu, Wei Wang*, M. Shahria Alam. (2021). Comparative study on seismic fragility assessment of self-centering energy-absorbing dual rocking core versus buckling restrained braced systems under mainshock-aftershock sequences. ASCE Journal of Structural Engineering, 147(9): 04021124. (SCI, EI)
[108] Yuqing Gao, Khalid. M. Mosalam*, Yueshi Chen, Wei Wang, Yiyi Chen. (2021). Auto-regressive integrated moving–average machine learning for damage identification of steel frames. Applied Science, 11: 6084. (SCI, EI)
[109] Cheng Fang, Wei Wang*, Yuezhen Ji, Michael CH Yam. (2021). Superior low-cycle fatigue performance of iron-based SMAs for seismic damping application. Journal of Constructional Steel Research, 184: 106817. (SCI, EI)
[110] Wei Wang, Cheng Fang*, Deyang Shen, Ruibin Zhang, Jiemin Ding, Honglei Wu. (2021). Performance assessment of disc spring-based self-centering braces for seismic hazard mitigation. Engineering Structures, 242: 112527. (SCI, EI)
[111] Cheng Fang, Wei Wang*, Deyang Shen. (2021). Development and experimental study of disc spring-based self-centering devices for seismic resilience. ASCE Journal of Structural Engineering, 147(7): 04021094. (SCI, EI)
[112] Tian You, Wei Wang*, Yiyi Chen. (2021). A framework to link community long-term resilience goals to seismic performance of individual buildings ssing network-based recovery modeling method. Soil Dynamics and Earthquake Engineering, 147: 106788. (SCI, EI)
[113] Shuling Hu, Wei Wang*, Bing Qu. (2021). Self-centering companion spines with friction spring dampers: Validation test and direct displacement-based design. Engineering Structures, 238: 112191. (SCI, EI)
[114] Shuling Hu, Wei Wang*, M. Shahria Alam, Bing Qu. (2021). Performance-based design of self-centering energy-absorbing dual rocking core system. Journal of Constructional Steel Research, 181: 106630. (SCI, EI)
[115] Junjie Wang, Wei Wang*. (2021). Theoretical evaluation method for the progressive collapse resistance of steel frame buildings. Journal of Constructional Steel Research, 179: 106576. (SCI, EI)
[116] Junlin Li, Wei Wang*, Peiyuan Li. (2021). Development, testing and performance evaluation of steel beam-through framed connections with curved knee braces for improving seismic performance. Journal of Constructional Steel Research, 179: 106552. (SCI, EI)
[117] Baiping Dong, Yueshi Chen, Wei Wang*. (2021). Self-centering mechanism and seismic response of steel tension-only concentrically braced beam-through frames. Structures, 30: 960-972. (SCI, EI)
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[229] 房奇、陈涛、王伟. 高强螺栓疲劳性能研究现状. 结构工程师,2020, 36(4): 218-225.
[230] 李国强、马人乐、王伟、陈振明、何敏娟、侯兆欣、王彦博、陈以一. 钢结构高效螺栓连接关键技术研究进展. 建筑钢结构进展,2020, 22(6): 1-20.
[231] 王伟、吴倩、张瑞斌. 格构柱式双钢板-混凝土组合剪力墙抗震性能试验研究. 建筑结构学报,2019,40(Suppl. 1): 248-256. (EI)
[232] 吴倩、王伟*、张瑞斌. 格构柱式组合剪力墙受力性能有限元分析. 建筑结构学报,2019,40(Suppl. 1): 305-312. (EI)
[233] 王伟、陈越时、陈以一、侯和涛. 外挂PC复合墙板的分层装配支撑钢框架足尺振动台试验研究. 建筑结构学报,2019,40(2): 88-97. (EI)
[234] 赵必大、蔡扬政、王伟. 支主管夹角对X形圆钢管节点平面外受弯性能影响. 工程力学,2019,36(7): 99-108. (EI)
[235] 侯和涛、王文豪、曹运昌、陈越时、陈以一、王彦明、王伟、方明霁. 与足尺钢框架柔性连接的外挂复合墙板振动台试验研究. 建筑结构学报,2019,40(12): 21-31. (EI)
[236] 方成、王伟*、陈以一. 基于超弹性形状记忆合金的钢结构抗震研究进展. 建筑结构学报,2019,40(7): 56-66. (EI)
[237] 王伟、胡书领、邹超、陈越时. 节点性能对分层装配支撑钢框架抗震性能的影响研究. 工程力学,2019,36(4): 206-213. (EI)
[238] 王俊杰、王伟*. 考虑罗德角参数的钢材薄板延性断裂标定方法. 工程力学,2019,36(5): 37-43. (EI)
[239] 陈以一、王伟、周锋. 钢管结构——新需求驱动的形式拓展和性能提升,建筑结构学报,2019,40(3): 1-20. (EI)
[240] 陈越时、王伟*、陈以一. 三层足尺分层装配支撑钢框架结构的振动台试验研究,建筑结构学报,2018,39(9):22-29. (EI)
[241] 马昕煦、王伟、陈以一. 正交X 形圆钢管相贯节点焊缝断裂的试验与机理分析,建筑结构学报,2018,39(3):139-148. (EI)
[242] Wei Wang, Xinlong Du, Yunfeng Zhang, Gongling Chu, Yiyi Chen. (2018). Full-scale cyclic testing of self-centering modular panels for seismic resilient structures. Key Engineering Materials, 763: 339-346.(EI)
[243] Cheng Fang, Wei Wang, Xiao Yang. (2018). A proof-of-concept study on self-centering column feet equipped with innovative shape memory alloy ring springs. Key Engineering Materials, 763: 661-668.(EI)
[244] Qun He, Yiyi Chen, Wei Wang, Hai Tian. (2018). Hysteretic features of low yield point steel and its influence on shear plate damper behavior. Key Engineering Materials, 763: 718-725.(EI)
[245] 王伟、秦希、王俊杰. 内隔板式与隔板贯通式方钢管混凝土柱-H形钢梁节点抗连续倒塌性能对比, 建筑结构学报, 2017, 38(suppl): 362-368. (EI)
[246] 王俊杰、王伟*、孙昕. 压型钢板组合梁中柱子结构的抗连续倒塌试验, 工程力学, 2017, 34(suppl): 149-153. (EI)
[247] 贾元蓉、程佑东、侯和涛、王伟、郭金城、彭礼. 分层装配式钢框架-支撑房屋的工程设计,建筑结构,2017, 10: 28-31.
[248] 王伟、王明兴、陈以一、曹富荣. 矩形钢管柱-H形梁外加劲铸钢模块节点抗震性能试验研究,土木工程学报,2016, 49(1): 23-30. (EI)
[249] 王伟、秦希. 提升抗连续倒塌能力的钢框架梁柱刚性节点设计理念与方法,建筑结构学报,2016, 37(6): 123-130. (EI)
[250] 王伟、邹超、陈以一、陈越时. 基于均匀层间位移的多层梁贯通式支撑钢框架简化抗震设计方法,建筑结构学报,2016, 37(6): 107-114. (EI)
[251] 廖芳芳、王伟、李文超、周天华. 钢结构节点断裂的研究现状,建筑科学与工程学报,2016, 33(1): 67-75.
[252] 杜新龙、王伟、张云峰. 梁贯通式钢框架的自复位支撑模块有限元模拟,建筑结构,2016,46(S1): 579-582.
[253] 刘佳、王伟. SMA节点自回复性能的有限元研究,建筑结构,2016,46(S1): 558-562.
[254] 张云峰、王伟. 3D打印建筑,十万个为什么,2016,5: 22-25.
[255] 王伟、秦希. 矩形钢管柱隔板贯通式节点抗结构连续倒塌的改进型连接构造与性能模拟,
工程力学,2015, 32(12): 124-131. (EI)
[256] 王伟、淮运梅、陈德明. 填充轻骨料混凝土的冷成型椭圆形截面钢管短柱轴压性能研究,建筑结构学报,2015, 36(s1): 1-8. (EI)
[257] 王伟、秦希. 基于结构鲁棒性提升的隔板贯通节点加固构造,同济大学学报,2015, 43(5): 685-692. (EI)
[258] 王伟、王明兴、陈以一、曹富荣. 钢管柱-H形梁内加劲铸钢模块节点抗震性能试验研究,建筑结构学报,2015, 36(3): 72-80. (EI)
[259] 王伟、顾青. X型方圆汇交钢管节点的焊缝轴拉性能试验研究与承载力计算,建筑结构学报,2015, 36(3): 99-106. (EI)
[260] 李玲、王伟*、陈以一. 连续性倒塌工况下钢管柱框架节点的破坏模式与鲁棒性,建筑结构学报,2015, 36(4): 9-15. (EI)
[261] 李志强、王伟*、陈以一. 方钢管混凝土柱-钢桁架结构破坏模式分析,同济大学学报,2015, 43(4): 513-520. (EI)
[262] 秦希、王伟*. 隔板贯通式全螺栓节点抗连续性倒塌性能的数值模拟分析,振动与冲击,2015, 34(10): 68-75. (EI)
[263] 李志强、陈以一、王伟. 矩形钢管混凝土中短柱弯-剪性能试验研究, 建筑结构学报,2015, 36(7): 1-9. (EI)
[264] 徐婷、王伟、陈以一. 国外单边螺栓研究现状,钢结构,2015, 30(200): 27-33.
[265] 邹超、王伟. 梁贯通式支撑钢结构节点耗能模拟等效构件法,建筑结构,2015, 45(2): 10-14.
[266] 黄焕鑫、王伟. 适于钢框架H形柱梁连接的模块化耗能节点设计与构造优化,建筑结构,2015, 45(S1): 725-728.
[267] 王伟、李玲、陈以一、严鹏. 圆钢管柱-H形梁外环板式节点抗连续性倒塌性能试验研究,建筑结构学报,2014, 35(7): 26-33. (EI)
[268] 王伟、李玲、陈以一. 方钢管柱-H形梁栓焊混合连接节点抗连续性倒塌性能试验研究,建筑结构学报,2014, 35(4): 57-64. (EI)
[269] 王伟、廖芳芳、陈以一. 基于微观机制的钢结构节点延性断裂预测与裂后路径分析,工程力学,2014, 31(3): 101-108. (EI)
[270] 王伟、周青、陈以一、童乐为. 梁贯通式支撑钢框架体系的强度折减系数研究,建筑结构学报,2014, 35(1): 136-141. (EI)
[271] 廖芳芳、王伟*、陈以一. 往复荷载下钢结构节点的超低周疲劳断裂预测,同济大学学报,2014, 42(4): 24-32. (EI)
[272] 王伟、王明兴. 钢管柱-H形梁节点中的模块化耗能技术探讨,工程力学,2014, 31(Supp1): 130-133. (EI)
[273] 王伟、王明兴. 新型钢管柱-H形梁铸钢模块化节点的概念设计与抗震性能评估,振动与冲击,2014, 33(21): 13-20. (EI)
[274] 王伟、严鹏、李玲. 用于钢框架连续性倒塌分析的梁柱栓焊节点模型研究,工程力学,2014, 31(12): 119-125. (EI)
[275] 淮运梅、王伟、陈德明. 钢管中心支撑滞回性能的数值模拟, 地震工程与工程振动, 2014, 34(suppl): 623-628.
[276] 陶雨濛、张云峰、陈以一、王伟、童乐为. 3D 打印在土木工程中的应用展望,钢结构,2014, 29(188): 1-8.
[277] 邵红亮、王伟. 新型圆管柱-H型钢梁节点自回复性能分析. 建筑结构,2014, 44(S1): 352-355.
[278] 王伟、顾青. 圆钢管相贯节点平面内受弯的焊缝计算,工业建筑,2014, 44(4): 139-145.
[279] 王伟、邵红亮. 不同直径NiTi形状记忆合金棒材的超弹性试验研究,结构工程师,2014, 30(3): 170-176.
[280] Wei Wang*, Qing Zhou, Yiyi Chen, Lewei Tong. (2013). “Seismic performance of floor-by-floor assembled steel braced structures with stiffened connections.” The IES Journal Part A: Civil & Structural Engineering, 6(2): 112-118. (EI)
[281] 李志强、王伟*、陈以一. 钢桁架-圆钢管混凝土柱连接区段抗震性能与承载机理分析,建筑结构学报,2013, 34(7): 47-55. (EI)
[282] 王伟*、李万祺、陈以一. 空间钢管混凝土柱-环梁节点抗震机理试验研究,建筑结构学报,2013, 34(s1): 21-27. (EI)
[283] 王伟*、严鹏. 钢管混凝土分叉柱节点受力性能试验研究,建筑结构学报,2013, 34(s1): 16-20. (EI)
[284] 严鹏、王伟*、陈以一. 钢管混凝土柱与伸臂桁架连接节点试验研究,工程力学,2013, 30(suppl): 78-82. (EI)
[285] 李志强、王伟*、陈以一、张峥、丁洁民. 铁路客站钢桁架-方钢管混凝土柱节点构造优化与试验研究,建筑结构,2013, 43(13): 63-66.
[286] 张香、戴靠山、陈义、王伟. LiDAR非接触测量技术在钢结构轴压稳定试验中的应用,结构工程师,2013, 29(1): 174-180.
[287] 邵铁峰、王伟*、陈以一. 网壳结构复杂多支管连接的试验研究, 工程力学, 2012, 29(s2): 144-148. (EI)
[288] 陈以一、王伟、童乐为、赵宪忠. 装配式钢结构住宅建筑的技术研发和市场培育,住宅产业,2012, 149(12): 32-35.
[289] 王伟、李万祺、陈以一. 空间框架梁柱节点伪静力试验研究的实现,建筑结构学报, 2011, 32(10): 107-112. (EI)
[290] 王伟、陈以一、董柏平. 上海国金中心大厦钢骨混凝土柱转换层节点抗震性能试验研究,哈尔滨工业大学学报, 2011, 43(s2): 196-199. (EI)
[291] Fangfang Liao, Wei Wang, Yiyi Chen. (2011). “ Experimental study to calibrate monotonic micromechanics-based fracture models of Q345 steel.” Advanced Materials Research, 261-263: 545-550. (EI)
[292] 王伟、陈以一、杜纯领等. 上海光源工程屋盖钢管节点平面外抗弯性能试验研究,建筑结构学报, 2009, 30(1): 35-41. (EI)
[293] 王伟、陈以一、赵宪忠. 钢管节点性能化设计的研究现状与关键问题,土木工程学报, 2007, 40(11): 1-8. (EI)
[294] 王伟, 陈以一. 节点半刚性钢桁架受压腹杆计算长度分析. 工程力学, 2005, 22(5): 131-135. (EI)
[295] 陈以一、王伟、赵宪忠. 钢结构体系中的节点耗能能力研究进展与关键技术. 建筑结构学报, 2010, 31(6): 47-54. (EI)
[296] 孟宪德、王伟、陈以一等. X型厚壁圆管相贯节点平面外受弯抗震性能试验研究,建筑结构学报, 2009, 30(5): 126-131.(EI)
[297] 陈以一, 王伟, 赵宪忠等. 圆钢管相贯节点抗弯刚度和承载力实验. 建筑结构学报, 2001, 22(6): 25-30. (EI)
[298] 陈以一、赵必大、王伟、孟宪德. 平面KK型圆钢管相贯节点平面外受弯性能研究. 土木工程学报, 2010, 43(11): 8-16. (EI)
[299] 陈以一、赵必大、王伟等. 三种构造型式的箱形截面梁与圆管连接节点受弯性能,建筑结构学报, 2009, 30(5): 132-139.(EI)
[300] 孟宪德、陈以一、王伟. X型圆钢管相贯节点平面外受弯滞回模型研究. 土木工程学报, 2012, 45(8): 8-14. (EI)
[301] 王伟*、陈以一、余亚超、童乐为、杨建行、刘大伟、古海贤二. 分层装配式支撑钢结构工业化建筑体系, 建筑结构, 2012,42(10): 48-52.
[302] 刘浩晋、王伟*、陈以一、余亚超、杨建行、刘大伟. 分层装配式支撑钢结构梁贯通式节点研制与性能试验研究, 建筑结构, 2012,42(10): 53-56.
[303] 刘大伟、王伟*、马场峰雄、余亚超、陈以一、杨建行. 分层装配式钢结构体系新型支撑研制与性能试验, 建筑结构, 2012,42(10): 57-60.
[304] 周青、王伟*、陈以一、童乐为、余亚超、杨建行、刘大伟、古海贤二. 分层装配式支撑钢结构工业化建筑体系抗震性能试验研究, 建筑结构, 2012,42(10): 61-64.
[305] 邵铁峰、王伟、陈以一. 成都双流国际机场T2航站楼空间相贯节点极限承载力研究. 工业建筑, 2012, 42(8): 149-153.
[306] 彭礼、王伟*、李建宏. 杭州国际会议中心施工模拟分析. 结构工程师, 2010, 26(6): 110-116.
[307] 王飞、王伟、陈以一. 空间圆管内加劲相贯节点静力承载力试验. 工业建筑, 2010, 40(443): 102-106.
[308] 赵必大、王伟*、陈以一等. 钢管混凝土柱-箱梁内加劲节点的性能研究. 西安建筑科技大学学报, 2010, 42(1): 15-21.
[309] 杜纯领、王伟、陈以一、杨联萍、曲宏,单层网壳X型圆管节点平面外抗弯刚度的参数分析与计算公式, 建筑结构, 2009, 39(5): 45-48.
[310] 闫澍、王伟、陈以一等. 空腹钢管桁架内加劲节点抗弯性能试验研究. 结构工程师,2007, 23(5): 70-75.
[311] 王毅、陈以一、王伟等. 钢管混凝土外包式柱脚抗弯性能试验研究,建筑结构, 2009, 39(6): 5-8.
[312] 徐永基、吕旭东、张又一、陈以一、王伟等. 钢管混凝土柱外包式柱脚抗震设计方法探讨,建筑结构, 2009, 39(6): 1-4.
[313] 孙伟、王飞、王伟、陈以一. 广西体育场空间相贯节点试验研究, 钢结构, 2009, 24(125): 1-5.
[314] 陈以一,陈建兴,王伟等. 平面钢管桁架管内加劲相贯节点有限元分析和试验研究. 建筑结构, 2004, 34(11): 30~33.
[315] 周春,曹国峰,顾嗣淳,姚念亮,王伟等. 上海国际赛车场巨型桁架结构设计与研究. 空间结构, 2005, 11(1): 18-23.
[316] 王伟, 陈以一. 圆钢管相贯节点的非刚性能与计算公式. 工业建筑, 2005, 35(381): 5-9.
[317] 王伟, 陈以一. 圆钢管相贯节点局部刚度的参数公式. 同济大学学报(自然科学版), 2003, 31(5): 515~519.