1、钢结构抗震与抗倒塌

2、钢结构多灾害防御与韧性提升

3、高性能金属材料与高性能钢结构及组合结构体系

4、钢结构装配式建筑与智能建造

纵向科研项目：

1、国家自然科学基金面上项目，基于自复位混合阻尼实现钢框架综合韧性提升的多性态地震响应机理与设计调控方法研究，2024.01-2027.12，主持.

2、国家自然科学基金面上项目, 自复位消能摇摆模块及其复合钢框架的损伤控制机理与抗震韧性提升, 2021.01-2024.12, 主持.

3、国家自然科学基金面上项目, 分层装配支撑钢框架的地震响应机理与性态控制研究, 2018.01-2021.12, 主持.

4、国家自然科学基金面上项目, 基于细观断裂判据的钢管柱与钢梁连接节点超低周疲劳破坏机理与全程滞回模型研究, 2014.01-2017.12, 主持.

5、国家自然科学基金重点国际合作项目, 低损伤钢结构体系抗震设计理论与可恢复性评估系统, 2019.01-2023.12, 课题主持.

6、国家自然科学基金重点项目, 动力荷载下基于全程耗能机制的钢结构性态与设计方法, 2010.01-2014.12, 课题主持.

7、国家自然科学基金青年科学基金项目, 基于结构鲁棒性的钢管柱-H 型梁节点力学性态与设计方法, 2010.01-2013.12, 主持.

8、十四五国家重点研发计划项目，高效能标准化钢结构体系与应用关键技术，2022.11-2026.10，子课题主持

9、十二五国家科技支撑计划项目，美丽乡村绿色农房建造关键技术研究与示范，2015.07-2017.12，子课题主持

10、上海市科技计划项目，模块化空间可逆式绿色低碳数字建造关键技术研究与示范，2022.09-2025.08，课题主持

11、上海市曙光人才计划项目, 可恢复性钢结构抗震模块与结构体系, 2016.01-2018.12, 主持.

12、上海市浦江人才计划项目, 地震作用下钢结构节点的多组件耗能机制与设计方法, 2010.09-2012.09, 主持.

13、教育部博士学科点专项科研基金项目, 基于微观机制的钢管结构焊接节点断裂破坏准则与设计对策研究, 2008.01-2010.12, 主持.

14、Collaborative Research Project under International Joint Research Laboratory of Earthquake Engineering (ILEE): Seismic performance of innovative self-centering structural systems and hybrid simulation. (Grant No. ILEE-IJRP-P1-P1-2016)，Co-PI with Prof. James Ricles and Prof. Richard Sause at Lehigh University, USA.

15、土木工程防灾国家重点实验室开放课题，可恢复性钢结构抗震模块与结构体系（批准号：SLDRCE14-04），主持.

16、土木工程防灾国家重点实验室课题，地震免损自复位摇摆模块创制与钢结构体系韧性提升（批准号：SLDRCE19-B-05），主持.

17、土木工程防灾国家重点实验室课题，基于形状记忆合金的新型钢结构抗震自回复连接（批准号：SLDRCE14-B-05），主持.

18、土木工程防灾国家重点实验室课题，基于结构连续性倒塌的钢管柱梁节点性态机理与设计对策（批准号：SLDRCE09-B-02），主持.

19、中德国际合作项目，Experiments on 3D Printing Building Structures，主持.

20、中日国际合作项目，金属剪切型阻尼器试验，主持.

21、上海市优秀学科带头人专项基金，腹板加肋框架梁柱刚性节点抗震性能试验研究.

22、铁道部科研计划项目，铁路客站大跨度钢桁架与钢管混凝土柱节点试验研究.

23、铁道部科研计划项目，铁路客站大跨度钢桁架与钢管混凝土柱节点有限元分析.

24、住房与城乡建设部2016年科学技术项目计划-装配式建筑科技示范项目，河南万道捷建装配式建筑构件生产线项目（部品部件生产类）.

25、河南省重大科技计划开放合作项目，适用于多层建筑的分层预制装配式钢结构体系及其围护系统的集成化技术研发.

重大工程关键技术研究项目：

1、超高层钢结构住宅窄扁钢管砼框架弱轴梁柱节点试验研究

2、考虑板内配筋影响的预制叠合长柱-砼梁中节点实验与研究

3、异形钢管网壳拱结构体系关键技术研究

4、钢柱转换梁支座节点试验研究

5、大直径空心球体高层框架支撑钢结构节点试验与健康监测

6、支撑框架及管道系统抗震性能研究

7、襄阳东津站铸钢节点试验研究

8、北京新机场南航基地机库项目节点试验

9、昆明恒隆广场金属剪切型阻尼器试验

10、天津周大福金融中心钢结构节点试验

11、内蒙古美术馆建设项目大跨度悬挑钢结构铸钢节点试验研究

12、宝钢广东湛江钢铁基地项目钢结构建构筑物抗风和防腐耐蚀技术研究屋面板和墙面板连接试验

13、东方之门联合隔振体系抗震分析及关键节点研究

14、东方之门钢结构关键节点试验研究

15、上海光源工程关键节点静力与抗震性能研究

16、光源工程钢结构节点受力性能研究

17、杭州国际会议中心计算与分析

18、广西体育中心主体育场钢结构节点试验研究

19、上海陆家嘴金融贸易区X2地块南塔楼节点抗震试验研究

20、成都双流机场T2航站楼节点试验研究

21、郑西客运专线西安北站站房钢结构轴承节点试验研究

22、上海市南汇区机关办公中心钢结构节点受力性能研究

企业产学研合作项目：

预制舱抗震-抗风性能评定

高性能土木建筑工程新技术研发

分层装配钢结构耐震体系设计研发

钢管混凝土组合剪力墙住宅体系结构性能试验

高烈度区高速公路沿线装配式钢结构房屋研发设计

山西太原凯尔大厦超高层装配式钢结构研发设计

桐乡华智大厦高层装配式钢结构研发设计

中富杭萧综合楼装配式结构研发设计

低多层装配式钢结构住宅在PVC生态屋应用研发设计

格构柱式组合剪力墙抗震试验

标准组合亭预制装配化研究

可移动体育馆装配式结构设计

部分外包型钢混凝土装配式结构体系技术服务

全球首幢3D打印办公建筑力学性能试验

盈创3D打印建筑材料力学性能试验

低层类板肋结构工业化住宅体系研究与鉴定

高强螺栓连接节点性能试验研究

上层钢筋混凝土柱/下层钢管混凝土柱节点试验研究

低层类板肋结构工业化住宅体系研究与鉴定

高强螺栓连接节点性能试验研究

上层钢筋混凝土柱/下层钢管混凝土柱节点试验研究

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)

[118]           Shuling Hu, Wei Wang*. (2021). Seismic design and performance evaluation of low-rise buildings with self-centering energy-absorbing dual rocking core systems under far-field and near-fault ground motions. Journal of Constructional Steel Research, 179: 106545. (SCI, EI)

[119]           Junlin Li, Wei Wang*, Peiyuan Li. (2021). Development and experimental study of steel beam-through framed connections with T-type curved knee braces for improving seismic performance. Engineering Structures, 231: 111722. (SCI, EI)

[120]           Shuling Hu, Wei Wang*. (2021). Comparative seismic fragility assessment of mid-rise steel buildings with non-buckling (BRB and SMA) braced frames and self-centering energy-absorbing dual rocking core system. Soil Dynamics and Earthquake Engineering, 142: 106546. (SCI, EI)

[121]           Gang Li, Wei Wang, Xuanmeng Duan, Baiping Dong*. (2021). Axial load capacity and failure mechanism of flange and ring joints of process piping system. Journal of Constructional Steel Research, 178: 106492. (SCI, EI)

[122]           Cheng Fang*, Yiwei Ping, Yiyi Chen, Michael C H Yam, Junbai Chen, Wei Wang. (2021). Seismic performance of self-centering steel frames with SMA-viscoelastic hybrid braces. Journal of Earthquake Engineering, https://doi.org/10.1080/13632469.2020.1856233. (SCI, EI)

[123]           Ting Lou, Wei Wang, Yujie Lu*, Jianzhuang Xiao, Xuwen Xiao. (2020). An improved consumer decision model for rural residential development: a theoretical framework and empirical evidence from China. Habitat International, 105: 102266. (SCI, EI)

[124]           Shuling Hu, Wei Wang*, Bing Qu, M. Shahria Alam. (2020). Self-centering energy-absorbing rocking core system with friction spring damper: Experiments, modeling and design. Engineering Structures, 225: 111338. (SCI, EI)

[125]           Junbai Chen, Cheng Fang*, Wei Wang, Yongqing Liu. (2020). Variable-friction self-centering energy-dissipation braces (VF-SCEDBs) with NiTi SMA cables for seismic resilience. Journal of Constructional Steel Research, 175: 106318. (SCI, EI)

[126]           Fangfang Liao*, Kaikai Li, Wei Wang, Yiyi Chen, Gen Li. (2020). Experimental study and finite element analysis on fracture performance of ER55-G type welding material. Journal of Constructional Steel Research, 172: 106129. (SCI, EI)

[127]           Junlin Li, Wei Wang*, Bing Qu*. (2020). Seismic design of low-rise steel building frames with self-centering panels and steel strip braces. Engineering Structures, 216: 110730. (SCI, EI)

[128]           Gongling Chu, Wei Wang, Yunfeng Zhang*. (2020). Nonlinear seismic performance of beam-through steel frames with self-centering modular panel and replaceable hysteretic dampers. Journal of Constructional Steel Research, 170: 106091. (SCI, EI)

[129]           Weifeng Jiao, Wei Wang*, Yiyi Chen, Lip Teh. (2020). Seismic performance of concrete-filled SHS column-to-beam connections with slip-critical blind bolts. Journal of Constructional Steel Research, 170: 106075. (SCI, EI)

[130]           Wei Wang, Cheng Fang*, Weikang Feng, James Ricles, Richard Sause, Yiyi Chen. (2020). SMA-based low-damage solution for self-centering steel and composite beam-to-column connections. Journal of Structural Engineering, ASCE, 146(6): 04020092. (SCI, EI)

[131]           Junjie Wang, Wei Wang*, Yihai Bao. (2020). Full-scale test of a steel-concrete composite floor system with moment-resisting connections under a middle edge column removal scenario. Journal of Structural Engineering, ASCE, 146(5): 04020067. (SCI, EI)

[132]           Shuling Hu, Wei Wang*, Bing Qu, M. Shahria Alam. (2020). Development and validation test of a novel self-centering energy-absorbing dual rocking core (SEDRC) system for seismic resilience. Engineering Structures, 211: 110424. (SCI, EI)

[133]           Tianyao Liu, Xudong Qian*, Wei Wang, Yiyi Chen. (2020). A Reversed η Approach to Estimate Load-Deformation Curves for Fracture Specimens Surface-Cracked Pipes. Theoretical and Applied Fracture Mechanics, 106: 102485. (SCI, EI)

[134]           Junjie Wang, Wei Wang*, Yihai Bao, Dawn Lehman. (2020). Numerical investigation on progressive collapse resistance of steel-concrete composite floor systems. Structure and Infrastructure Engineering, DOI: 10.1080/15732479.2020.1733622. (SCI, EI)

[135]           Zucheng Yao, Wei Wang*, Cheng Fang, Ziyao Zhang. (2020). An experimental study on eccentrically braced beam-through steel frames with replaceable shear links. Engineering Structures, 206: 110185. (SCI, EI)

[136]           Shuling Hu, Wei Wang*, Bing Qu*. (2020). Seismic economic losses in mid-rise steel buildings with conventional and emerging lateral force resisting systems. Engineering Structures, 204: 110021. (SCI, EI)

[137]           Shuling Hu, Wei Wang*, Bing Qu*. (2020). Seismic evaluation of low-rise steel building frames with self-centering energy-absorbing rigid cores designed using a forced-based approach. Engineering Structures, 204: 110038. (SCI, EI)

[138]           Ruibin Zhang, Wei Wang, Ke Ke*. (2020). Quantification of seismic demands of damage-control tension-only concentrically braced steel beam-through frames (TCBSBFs) subjected to near-fault ground motions based on the energy factor. Soil Dynamic and Earthquake Engineering, 129: 105910. (SCI, EI)

[139]           Junjie Wang, Wei Wang*, Xudong Qian. (2019). Progressive collapse simulation of the steel-concrete composite floor system considering the ductile fracture of steel. Engineering Structures, 200: 109701. (SCI, EI)

[140]           Junjie Wang, Wei Wang*, Yihai Bao, Dawn Lehman. (2019). Full-scale test of a steel moment-resisting frame with composite floor under a penultimate edge column removal scenario. Journal of Constructional Steel Research, 162: 1-13. (SCI, EI)

[141]           Cheng Fang, Wei Wang*, Ao Zhang, Richard Sause, James Ricles, Yiyi Chen. (2019). Behavior and design of self-centering energy dissipative devices equipped with superelastic SMA ring springs. Journal of Structural Engineering, ASCE, 145(10): 04019109. (SCI, EI)

[142]           Wei Wang, Cheng Fang*, Yashuo Zhao, Richard Sause, Shuling Hu, James Ricles. (2019). Self-centering friction spring dampers for seismic resilience. Earthquake Engineering & Structural Dynamics, 48: 1045-1065. (SCI, EI)

[143]           Wei Wang, Cheng Fang*, Ao Zhang, Xiaoshan Liu. (2019). Manufacturing and performance of a novel self-centring damper with SMA ring springs for seismic resilience. Structural Control and Health Monitoring, 26: e2337. https://doi.org/10.1002/stc.2337 (SCI, EI)

[144]           Junjie Wang, Wei Wang*, Dawn E. Lehman, Charles W.Roeder. (2019). Effects of different steel-concrete composite slabs on rigid steel beam-column joint under a column removal scenario. Journal of Constructional Steel Research, 153: 55-70. (SCI, EI)

[145]           Ke Ke, Wei Wang*, Michael C.H. Yam, Lu Deng. (2019). Residual displacement ratio demand of oscillators representing HSSF-EDBs subjected to near-fault earthquake ground motions. Engineering Structures, 191: 598-610. (SCI, EI)

[146]           Weikang Feng, Cheng Fang, Wei Wang*. (2019). Behavior and design of top flange-rotated self-centering steel connections equipped with SMA ring spring dampers. Journal of Constructional Steel Research, 159: 315-329. (SCI, EI)

[147]           Cheng Fang, Wei Wang*, Weikang Feng. (2019). Experimental and numerical studies on self-centring beam-to-column connections free from frame expansion. Engineering Structures, 198: 109526. (SCI, EI)

[148]           Xinxu Ma, Yiyi Chen, Wei Wang*, Xudong Qian. (2019). Weld fracture under non-uniform stress distribution and its mechanism in CHS-CHS X-joints. Journal of Constructional Steel Research, 162: 105740. (SCI, EI)

[149]           Tianyao Liu, Xudong Qian, Wei Wang, Yiyi Chen. (2019). Fracture resistance curve for single edge notched tension specimens under low cycle actions. Engineering Fracture Mechanics, 211: 47-60. (SCI, EI)

[150]           Tianyao Liu, Xudong Qian, Wei Wang, Yiyi Chen. (2019). A node release approach to estimate J-R curve for single-edge-notched tension specimen under reversed loading. Fatigue & Fracture of Engineering Materials & Structures, 42: 1595-1608. (SCI, EI)

[151]           Jianshe Xu, Cheng Fang*, Wei Wang. (2019). Structural Design of Irregular Curved Lattice Shells in China. Structures and Buildings, Proceedings of the Institution of Civil Engineers-Civil Engineering, 172(5): 37-47. (SCI, EI)

[152]           Bida Zhao, Cheng Fang*, Wei Wang, Yangzheng Cai, Yuning Zheng. (2019). Seismic performance of CHS X-connections under out-of-plane bending. Journal of Constructional Steel Research, 158: 591-603. (SCI, EI)

[153]           Qun He, Yiyi Chen, Ke Ke*, Michael C.H. Yam, Wei Wang. (2019). Experiment and constitutive modeling on cyclic plasticity behavior of LYP100 under large strain range. Construction & Building Materials, 202: 507-521. (SCI, EI)

[154]           Cheng Fang, Yue Zheng*, Junbai Chen, Michael C.H. Yam, Wei Wang. (2019). Superelastic NiTi SMA cables: Thermal-mechanical behavior, hysteretic modelling and seismic application. Engineering Structures, 183: 533-549. (SCI, EI)

[155]           Cheng Fang, Wei Wang*, James Ricles, Xiao Yang, Qiuming Zhong, Richard Sause, Yiyi Chen. (2018). Application of an innovative SMA ring spring system for steel frames subject to seismic conditions. Journal of Structural Engineering, ASCE, 144(8): 04018114. (SCI, EI)

[156]           Cheng Fang, Qiuming Zhong, Wei Wang*, Shuling Hu, Canxing Qiu. (2018). Peak and residual responses of steel moment-resisting and braced frames under pulse-like near-fault earthquakes. Engineering Structures, 177: 579-597. (SCI, EI)

[157]           Wei Wang, Ling Li*, Dabiao Chen. (2018). Progressive Collapse Behaviour of Endplate Connections to Cold-formed Tubular Column with Novel Slip-Critical Blind Bolts. Thin Walled Structures, 131: 404-416. (SCI, EI)

[158]           Wei Wang, Ling Li*, Dabiao Chen, Ting Xu. (2018). Progressive Collapse Behaviour of Extended Endplate Connection to Square Hollow Column via Blind Hollo-Bolts. Thin Walled Structures, 131: 681-694. (SCI, EI)

[159]           Shuling Hu, Wei Wang, Bing Qu*. (2018). Enhancing seismic performance of tension-only concentrically braced beam-through frames through implementation of rocking cores. Engineering Structures, 169: 68-80. (SCI, EI)

[160]           Wei Wang, Jianhong Kong, Yunfeng Zhang, Gonglign Chu, Yiyi Chen. (2018). Seismic behavior of self-centering modular panel with slit steel plate shear walls: experimental testing. Journal of Structural Engineering, ASCE, 144(1): 04017179. (SCI, EI)

[161]           Xinlong Du, Wei Wang, Tak-Ming Chan*. (2018). Seismic design of beam-through steel frames with self-centering modular panels. Journal of Constructional Steel Research, 141: 179-188. (SCI, EI)

[162]           Yueshi Chen, Wei Wang, Yiyi Chen*. (2018). Full-scale shake table tests of the tension-only concentrically braced steel beam-through frame. Journal of Constructional Steel Research, 148: 611-626.  (SCI, EI)

[163]           Hetao Hou, Weiqi Fu, Wei Wang, Bing Qu*, Yiyi Chen, Yueshi Chen, Canxing Qiu. (2018). Horizontal seismic force demands on nonstructural components in low-rise steel building frames with tension-only braces. Engineering Structures, 168: 852-864. (SCI, EI)

[164]           Cheng fang, Michael C.H. Yam*, Tak Ming Chan, Wei Wang, Xiao Yang, Xuemei Lin. (2018). A study of hybrid self-centring connections equipped with shape memory alloy washers and bolts. Engineering Structures, 164: 155-168. (SCI, EI)

[165]           Wei Wang, Cheng Fang, Xiao Yang, Yiyi Chen, James Ricles, Richard Sause. (2017). Innovative use of a shape memory alloy ring spring system for self-centering connections. Engineering Structures, 153: 503-515. (SCI, EI)

[166]           Ling Li, Wei Wang*, Lip H. Teh, Yiyi Chen. (2017). Effects of span-to-depth ratios on moment connection damage evolution under catenary action. Journal of Constructional Steel Research, 139: 18-29. (SCI, EI)

[167]           Ling Li, Wei Wang*, Yiyi Chen, Lip H. Teh. (2017). A basis for comparing progressive collapse resistance of moment frames and connections. Journal of Constructional Steel Research, 139: 1-5. (SCI, EI)

[168]           Yueshi Chen, Wei Wang*, Yiyi Chen. (2017). High strength steel for resilience of beam-through frames. Structures and Buildings, Proceedings of the Institution of Civil Engineers, 170(SB9), 664-676. (SCI, EI)

[169]           Cheng Fang, Wei Wang*, Ce He, Yiyi Chen. (2017). Self-centring behaviour of steel and steel-concrete composite connections equipped with NiTi SMA bolts. Engineering Structures, 150: 390-408. (SCI, EI)

[170]           Chunyan Quan, Wei Wang, Tak-Ming Chan*, Majd Khador. (2017). FE modelling of replaceable I-beam-to-CHS column joints under cyclic loads. Journal of Constructional Steel Research, 138: 221-234. (SCI, EI)

[171]           Wei Wang, Mingxiao Li, Yiyi chen, Xiaogang Jian. (2017). Cyclic behavior of endplate connections to tubular columns with novel slip-critical blind bolts. Engineering Structures, 148: 949-962. (SCI, EI)

[172]           Wei Wang, Xinlong Du, Yunfeng Zhang, Yiyi Chen. (2017). Experimental investigation of beam-through steel frame with self-centering modular panels. Journal of Structural Engineering, ASCE, 143(5): 04017006. (SCI, EI)

[173]           Ling Li, Wei Wang*, Yiyi Chen, Lip H. Teh. (2017). Column-wall failure mode of steel moment connection with inner diaphragm and catenary mechanism. Engineering Structures, 131: 553-563. (SCI, EI)

[174]           Wei Wang, Junjie Wang, Xin Sun, Yihai Bao. (2017). “Slab effect of composite subassemblies under a column removal scenario.” Journal of Constructional Steel Research, 129: 141-155. (SCI, EI)

[175]           Wei Wang, Cheng Fang, Jia Liu. (2017). Self-centering beam-to-column connections with combined superelastic SMA bolts and steel angles. Journal of Structural Engineering, ASCE, 143(2): 04016175. (SCI, EI)

[176]           Chunyan Quan, Wei Wang*, Jian Zhou, Rong Wang. (2016). Cyclic behavior of stiffened joints between concrete-filled steel tubular column and steel beam with narrow outer diaphragm and partial joint penetration welds.” Frontier of Structural and Civil Engineering, 10(3): 333-344. (SCI, EI)

[177]           Wei Wang, Tak-Ming Chan, Yunfeng Zhang. (2016). Special Issue on Resilience in Steel Structures.” Frontier of Structural and Civil Engineering, 10(3): 237-238. (SCI, EI) √

[178]           Xi Qin, Wei Wang*, Yiyi Chen, Yihai Bao. (2016). A special reinforcing technique to improve resistance of beam-to-tubular column connections for progressive collapse prevention. ” Engineering Structures, 117: 26-39. (SCI, EI) -

[179]           Wei Wang, Cheng Fang, Xi Qin, Yiyi Chen, Ling Li. (2016). Performance of practical beam-to-SHS column connections against progressive collapse. Engineering Structures, 106: 332-347. (SCI, EI)

[180]           Wei Wang, Cheng Fang, Yiyi Chen, Mingxing Wang. (2016). Seismic performance of steel H-beam to SHS-column cast modular panel zone joints.” Engineering Structures, 117: 145-160. (SCI, EI)

[181]           Wei Wang, Chao Zou, Yiyi Chen, Yunfeng Zhang, Yueshi Chen. (2016). Seismic design of multistory tension-only concentrically braced beam-through frames aimed at uniform inter-story drift. Journal of Constructional Steel Research, 122: 326-338. (SCI, EI)

[182]           Wei Wang, Cheng Fang*, Jia Liu. (2016). Large size superelastic SMA bars: heat treatment strategy, mechanical property and seismic application. Smart Materials and Structures, 25(7): 1-17. (SCI, EI)

[183]           Wei Wang, Tak-Ming Chan*, Hongliang Shao. (2015). Numerical investigation on I-beam to CHS-column connections equipped with NiTi shape memory alloy and steel tendons under cyclic loads. Structures, 4: 114-124. (SCI, EI)

[184]           Wei Wang, Qing Gu, Xinxu Ma, Junjie Wang. (2015). Axial tensile behavior and strength of welds for CHS branches to SHS chord joints. Journal of Constructional Steel Research, 115: 303-315. (SCI, EI)

[185]           Tak-Ming Chan, Yunmei Huai, Wei Wang*. (2015). Experimental investigation on lightweight concrete-filled cold-formed elliptical hollow section stub columns. Journal of Constructional Steel Research, 115: 434-444. (SCI, EI)

[186]           Wei Wang, Xi Qin, Yiyi Chen. (2015). Details of H-beam-to-RHS column joints with through diaphragm for progressive collapse prevention. Advances in Structural Engineering, 18(10): 1723-1736. (SCI, EI)

[187]           Wei Wang, Yiyi Chen, Tak-Ming Chan, Wanqi Li. (2015). Three-dimensional cyclic performance on new ring-beam connection between concrete-filled tubular column and reinforced-concrete beams. Advances in Structural Engineering, 18(8): 1287-1302. (SCI, EI)

[188]           Xinxu Ma, Wei Wang*, Yiyi Chen, Xudong Qian. (2015). Simulation of ductile fracture in welded tubular connections using a simplified damage plasticity model considering the effect of stress triaxiality and Lode angle. Journal of Constructional Steel Research, 114: 217-236. (SCI, EI)

[189]           Xi Qin, Wei Wang*, Yiyi Chen, Yihai Bao. (2015). Experimental study of through diaphragm connection types under a column removal scenario. Journal of Constructional Steel Research, 112: 293-304. (SCI, EI)

[190]           Fangfang Liao, Wei Wang*, Yiyi Chen. (2015). Ductile fracture prediction for welded steel connections under monotonic loading based on micromechanical fracture criteria. Engineering Structures, 94: 16-28. (SCI, EI)

[191]           Wei Wang, Tak-Ming Chan, Hongliang Shao. (2015). Seismic performance of beam-column joints with SMA tendons strengthened by steel angles. Journal of Constructional Steel Research, 109: 61-71. (SCI, EI)

[192]           Wei Wang, Tak-Ming Chan, Hongliang Shao, Yiyi Chen. (2015). Cyclic behavior of connections equipped with NiTi shape memory alloy and steel tendons between H-shaped beam to CHS column. Engineering Structures, 88: 37-50. (SCI, EI)

[193]           Ling Li, Wei Wang*, Yiyi Chen, Yong Lu. (2015). Effect of beam web bolt arrangement on catenary behaviour of moment connections. Journal of Constructional Steel Research, 104: 22-36. (SCI, EI)

[194]           Zhiqiang Li, Wei Wang*, Yiyi Chen, Tak-Ming Chan. (2014). Test and analysis on the seismic performance of a steel truss-to-circular CFT column sub-assembly. Journal of Constructional Steel Research, 103: 200-214. (SCI, EI)

[195]           Wei Wang*, Qing Zhou, Yiyi Chen, Lewei Tong. (2013). Experimental and numerical investigation on full-scale tension-only concentrically braced steel beam-through frames. Journal of Constructional Steel Research, 80: 369-385. (SCI, EI)

[196]           Wei Wang*, Yanyan Zhang, Yiyi Chen, Zhihao Lu. (2013). Enhancement of Ductility of Steel Moment Connections with Noncompact Beam Web. Journal of Constructional Steel Research, 81: 114-123. (SCI, EI)

[197]           Ling Li, Wei Wang*, Yiyi Chen, Yong Lu. (2013). Experimental investigation of beam-to-tubular column moment connections under column removal scenario. Journal of Constructional Steel Research, 88: 244-255. (SCI, EI)

[198]           Wei Wang*, Yiyi Chen, Bida Zhao. (2012). Effects of loading patterns on seismic behavior of CHS KK-connections under out-of-plane bending. Journal of Constructional Steel Research, 73: 55-65. (SCI, EI)

[199]           Fangfang Liao, Wei Wang*, Yiyi Chen. (2012). Parameter calibrations and application of micromechanical fracture models of structural steels. Structural Engineering & Mechanics, 42(2): 153-174. (SCI, EI)

[200]           Wei Wang*, Yiyi Chen, Wanqi Li, Roberto T. Leon. (2011). Bidirectional seismic performance of steel beam to circular tubular column connections with outer diaphragm. Earthquake Engineering & Structural Dynamics, 40(10): 1063-1081. (SCI, EI)

[201]           Wei Wang*, Yiyi Chen, Baiping Dong, Roberto T. Leon. (2011). Experimental behavior of transfer story connections for high-rise SRC structures under seismic loading. Earthquake Engineering & Structural Dynamics, 40(9): 961-975. (SCI, EI)

[202]           Wei Wang*, Yiyi Chen, Xiande Meng, Roberto T. Leon. (2010). Behavior of thick-walled CHS X-joints under cyclic out-of-plane bending. Journal of Constructional Steel Research, 66(6): 826-834. (SCI, EI)

[203]           Wei Wang*, Yiyi Chen. (2007). Hysteretic behaviour of tubular joints under cyclic loading. Journal of Constructional Steel Research, 63(10), 1384-1395. (SCI, EI)

[204]           Wei Wang*, Yiyi Chen. (2005). Modelling & classification of tubular joint rigidity and its effect on the global response of CHS lattice girders. Structural Engineering and Mechanics, 21(6): 677-698. (SCI, EI)

[205]           Yiyi Chen, Wei Wang. (2003). Flexural behavior and resistance of uni-planar KK and X tubular joints. Steel & Composite Structures, 3(2): 123-140. (SCI)

[206]           Wanqi Li, Yiyi Chen, Wei Wang, et. al. (2010). Experimental study of external diaphragm joint connecting CHS column and H-shaped beam. Advanced Steel Construction, 6(1): 578-588. (SCI)

[207]           Zuyan Shen, Yiyi Chen, Wei Wang, Xianzhong Zhao. (2010). Tubular structures in China: state of the art and applications. Structures and Buildings, Proceedings of the Institution of Civil Engineers, 163(6): 417-426. (SCI, EI)

[208]           Junlin Li, Wei Wang*. (2022). Seismic design of low-rise steel building frames with self-centering hybrid damping connections. Resilient Cities and Structures, 1: 10-22.

[209]           王伟、刘笑天*. 装配式工业设备支架复合隔震结构振动台试验研究. 建筑结构学报, 2023, 44(10): 15-25. (EI)

[210]           赵必大、章雪峰*、王伟、傅林峰. 部分包覆蜂窝钢-混凝土组合梁受弯性能试验研究. 建筑结构学报, 2023, 44(7): 161-171. (EI)

[211]           王伟、陈俊百*. 温度相关型结构地震风险评估方法. 工程力学，2023, 40(5): 93-103+139. (EI)

[212]           胡书领、王伟*. 自复位消能摇摆模块复合钢框架协同抗侧机理与抗震加固设计方法. 工程力学，2023, 40(4): 46-57. (EI)

[213]           王伟、李俊霖*、曹纵. 自复位黏滞阻尼器的构造设计与抗震韧性提升. 建筑结构学报, 2023, 44(3): 59-69. (EI)

[214]           王伟、王俊杰*. 组合楼板钢框架结构的连续倒塌简化模拟. 工程力学，2023, 40(3): 98-106. (EI)

[215]           张瑞斌、王伟*. 基于能量系数的分层装配柔性支撑钢结构体系抗震设计与评估方法. 工程力学，2023, 40(2): 179-189. (EI)

[216]           张哲熹、方成、王伟、陈以一. Fe-SMA的材料特性及在土木工程中的应用进展. 防灾减灾工程学报, 2022, 42(2): 411-424.

[217]           朱正言、戴靠山、施袁锋、唐天国、王伟、李俊霖. 新型舌板黏滞阻尼器力学性能试验研究. 世界地震工程, 2022, 38(2): 130-140.

[218]           孙昕、王俊杰、赵勇、王伟. 组合梁-方钢管柱节点抗连续倒塌性能数值模拟. 工业建筑, 2022, 52(5): 140-146.

[219]           李俊霖、王伟*、沈德阳、方成. 基于高强钢碟簧和复合摩擦材料的自复位消能减震阻尼器受力性能与试验研究. 建筑结构学报, 2021, 42(Suppl. 1): 122-131. (EI)

[220]           王伟、王俊杰. 大型钢-混凝土组合楼盖系统的连续倒塌试验与失效机理研究. 建筑结构学报，2021, 42(5): 82-91. (EI)

[221]           王伟、胡书领、邹超. 基于增量动力分析的梁贯通式支撑钢框架地震易损性研究. 建筑结构学报，2021, 42(4): 42-49. (EI)

[222]           尧祖成、王伟*. 低屈服点钢材剪切型阻尼器试验研究. 钢结构（中英文），2020, 35(12): 16-21.

[223]           王伟、赵亚硕、方成、张瑞斌. 并联高强钢环簧自复位抗震阻尼器研制与试验研究. 工程力学，2020, 37(4): 87-95. (EI)

[224]           赵亚硕、王伟*、方成. 基于高强钢环簧的摩擦耗能自复位消能减震阻尼器受力性能与试验研究. 建筑结构学报，2020, 41(11): 108-115+142. (EI)

[225]           胡书领、王伟*. 基于摇摆核心提升分层装配式钢框架结构抗震性能的设计方法. 建筑结构学报, 2020, 41(7): 74-80. (EI)

[226]           孙昕、王伟*、王俊杰、赵勇. 组合梁-方钢管柱刚接节点抗连续倒塌性能试验研究. 建筑结构学报, 2020, 41(Suppl. 2): 314-322+348. (EI)

[227]           方成、黄琳婷、王伟、陈以一. 基于混合控制的自复位支撑钢框架抗震性能研究. 建筑结构学报, 2020, 41(Suppl. 2): 180-191. (EI)

[228]           李刚、刘笑天*、王伟、李俊霖. 工业建筑新型全螺栓装配式设备支架的设计与减震措施研究. 建筑钢结构进展，2020, 22(6): 21-28.

[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.

 

发明专利：

(1) 发明专利：适用于空间框架梁柱节点的新型试验装置. 授权日：2011.7.27， 授权国别：中国，专利号：ZL200810130834.9.

(2) 发明专利：一种拉线绕线电阻式位移传感器. 授权日：2011.6.15， 授权国别：中国，专利号：ZL200610026286.6.

(3) 发明专利：一种二维位移测量方法及二维位移传感器. 授权日：2010.2.3， 授权国别：中国，专利号：ZL200610026294.0.

(4) 发明专利：失稳变形方向可控的支撑及框架. 授权日：2014.12.10， 授权国别：中国，专利号：ZL201310018476.3. 

(5) 发明专利：采用形状记忆合金螺栓的钢管柱-H形梁节点. 授权日：2015.1.14， 授权国别：中国，专利号： ZL201310105996.8. 

(6) 发明专利：一种加固的钢管柱-H形梁连接节点. 授权日：2016.2.17，授权国别：中国，专利号： ZL201410088447.9. 

(7) 发明专利：一种旋转双嵌套式单边螺栓紧固件. 授权日：2015.8.19，授权国别：中国，专利号： ZL201310676811.9. 

(8) 发明专利：一种分体嵌套式单边螺栓紧固件. 授权日：2015.7.29，授权国别：中国，专利号： ZL201310660709.X.

(9) 发明专利：一种偏心旋转式单边螺栓紧固件. 授权日：2016.1.20，授权国别：中国，专利号：ZL201310587223.8

(10) 发明专利：一种嵌套式单边螺栓紧固件. 授权日：2015.10.28，授权国别：中国，专利号：ZL201310516467.7

(11) 发明专利：一种分体式嵌套单边螺栓紧固件安装工具. 授权日：2016.4.6，授权国别：中国，专利号：ZL201410208840.7

(12) 发明专利：一种翻转变形式单边螺栓紧固件. 授权日：2016.1.20，授权国别：中国，专利号：ZL201410218866.X

(13) 发明专利：一种转杆式单边螺栓紧固件辅助安装工具. 授权日：2016.10.26，授权国别：中国，专利号：ZL201510433830.8

(14) 发明专利：一种变形收缩自回复式单边螺栓紧固件安装工具. 授权日：2017.2.1，授权国别：中国，专利号：ZL201511020958.8

(15) 发明专利：一种锥齿轮传动式单边螺栓紧固件安装工具. 授权日：2017.3.22，授权国别：中国，专利号：ZL201511024067.X

(16) 发明专利：一种整体翻转式单边螺栓紧固件. 授权日：2017.5.24，授权国别：中国，专利号：ZL201510950102.4

(17) 发明专利：圆盘导轨滑块型分体嵌套式单边螺栓紧固件安装工具. 授权日：2017.10.24，授权国别：中国，专利号：ZL201511021802.1

(18) 发明专利：一种分体嵌套式单边螺栓紧固件电动安装工具. 授权日：2017.7.11，授权国别：中国，专利号：ZL201510821965.1

(19) 发明专利：一种基于齿轮机构同步展开的分体单边螺栓紧固件安装工具. 授权日：2016.6.15，授权国别：中国，专利号：ZL201510067305.9

(20) 发明专利：一种液压传动式单边螺栓紧固件安装工具. 授权日：2017.12.26，授权国别：中国，专利号：ZL201610591648.X

(21) 发明专利：一种中心收缩型分体嵌套式单边螺栓紧固件安装工具. 授权日：2017.12.15，授权国别：中国，专利号：ZL201511021804.0

(22) 发明专利：一种分体嵌套式锥度螺栓紧固件. 授权日：2018.2.9，授权国别：中国，专利号：ZL201610776923.5

(23) 发明专利：一种分体嵌套式自固定单边螺栓紧固件. 授权日：2018.10.26，授权国别：中国，专利号：ZL201610613381.X

(24) 发明专利：一种分体嵌套式单边螺栓紧固件安装转接头. 授权日：2017.12.26，授权国别：中国，专利号：ZL201610322245.5

(25) 发明专利：一种偏心扭剪破坏型自固定单边螺栓紧固件. 授权日：2018.6.29，授权国别：中国，专利号：ZL201610963884.X

(26) 发明专利：基于支撑耗能的装配式钢结构自复位模块. 授权日：2017.8.15，授权国别：中国，专利号：ZL201510311910.6

(27) 发明专利：基于形状记忆合金环簧组的自复位钢结构梁柱抗震节点. 授权日：2017.8.25，授权国别：中国，专利号：ZL201510566016.3

(28) 发明专利：基于形状记忆合金螺杆的高能耗自回复梁柱节点及方法. 授权日：2017.12.26，授权国别：中国，专利号：ZL201510565914.7

(29) 发明专利：一种基于自复位耗能的高性能支撑构件. 授权日：2018.10.26，授权国别：中国，专利号：ZL201610596003.5

(30) 发明专利：一种地震免损分层预制装配式自复位摇摆钢框架结构体系. 授权日：2019.7.2，授权国别：中国，专利号：ZL201810432430.9）

(31) 发明专利：一种用于摇摆核心的地震免损自复位耗能装置. 授权日：2019.7.2，授权国别：中国，专利号：ZL201810431671.1

(32) 发明专利：一种地震免损双核心自复位摇摆模块. 授权日：2019.7.9，授权国别：中国，专利号：ZL201810432436.6

(33) 发明专利：自复位形变协调楼板节点结构. 授权日：2019.12.27，授权国别：中国，专利号：ZL201710665230.3

(34) 发明专利：一种基于并联高强钢环簧的自复位构件. 授权日：2020.2.3，授权国别：中国，专利号：ZL201910017411.4

(35) 发明专利：基于碳纤维碟簧的自复位梁柱抗震节点. 授权日：2020.8.14，授权国别：中国，专利号：ZL201810006967.9

(36) 发明专利：两阶段性能目标自复位摩擦型耗能支撑. 授权日：2020.7.28，授权国别：中国，专利号：ZL201910087098.1

(37) 发明专利：一种基于多级变形超越预警的数字化传感器. 授权日：2021.7.20，授权国别：中国，专利号：ZL202010571422.X

(38) 发明专利：一种自复位的宽频域混合耗能阻尼器. 授权日：2021.9.3，授权国别：中国，专利号：ZL202010571437.6

(39) 发明专利：一种速度相关型耗能-自复位功能集成支撑. 授权日：2021.9.14，授权国别：中国，专利号：ZL202010550984.6

实用新型专利：

(1) 实用新型专利：一种分层预制装配支撑钢结构体系（专利号：ZL201420538998.6）

(2) 实用新型专利：一种钢梁整体稳定性试验的夹固装置（专利号：ZL201420614452.4）

(3) 实用新型专利：手动控制液压加载装置（专利号：ZL201220040673.6）

(4) 实用新型专利：新型教学实验系统（专利号：ZL201020670346.X）

(5) 实用新型专利：新型直线电阻式位移传感器（专利号：ZL200720068715.6）

(6) 实用新型专利：混凝土内部应变传感器（专利号：ZL201020170843.3）

(7) 实用新型专利：微型离心式限速器（专利号：ZL200720068035.4）

(8) 实用新型专利：新型多点位移传感器（专利号：ZL200720077227.1）

(9) 实用新型专利：传感器自动脱线装置（专利号：ZL201020566881.0）

(10) 实用新型专利：高精度传感器标定台（专利号：ZL201020571471.5）

(11) 实用新型专利：工具式表面应变传感器（专利号：ZL201020170873.4）

主编标准：

(1) 《分层装配支撑钢框架房屋技术规程》（T/CECS 598-2019）

(2) 《轻型钢结构技术标准（设计分册）》（上海市工程建设规范DG/TJ08-2089-2023）

(3) 《分体式单边高强度螺栓连接技术规程》（T/CCES 46-2024）

(4) 《老旧房屋结构安全监测技术标准》（T/CCES 44-2024）

 

参编标准：

(1) 《现浇金属尾矿多孔混凝土复合墙体技术规程》（JGJ/T 418-2017）

(2) 《钢管结构技术规程》（CECS 280: 2010）

(3) 《矩形钢管混凝土节点技术规程》（T/CECS 506-2018）

(4) 《钢结构模块建筑技术规程》（T/CECS 507-2018）

(5) 《绿色建材评价—钢结构房屋用钢构件》（T/CECS 10028-2019）

(6) 《部分包覆钢-混凝土组合结构技术规程》（T/CECS 719-2020）

(7) 《矩形钢管混凝土组合异形柱结构技术规程》（T/CECS 825-2021）

(8) 《建筑结构抗倒塌设计标准》（T/CECS 392-2021）

(9) 《装配式低层住宅轻钢组合结构技术规程》（T/CECS 1060-2022）

(10) 《既有建筑结构改造应用钢结构技术规程》（T/CECS 1540-2024）

(11) 《多高层钢结构住宅技术标准》（上海市地方标准DG/TJ08-2029-2021）

(12) 《装配式低层住宅轻钢框架-组合墙结构技术标准》（北京市地方标准DB11/T 1873-2021）

(13) 《装配式低层住宅轻钢框架-组合墙结构技术标准》（河北省地方标准DB13(J)/T 8462-2022）

(14) 《多层装配式钢结构住宅技术标准》（四川省地方标准DBJ51/T119-2019）

(15) 《不锈钢芯板结构建筑技术标准》（中国城市科学研究会标准T/CSUS 14-2021）

计算机软件著作权：

(1) 计算机软件著作权：H型截面轴心受压构件的整体稳定性虚拟仿真试验系统[简称：HCVRlab]V1.0, 著作权人：同济大学；北京诺亦滕科技有限公司. （中华人民共和国国家版权局，授权日：2019.8.28，登记号：2019SR0891990）

(2) 计算机软件著作权：高强螺栓剪切连接虚拟仿真试验系统[简称：BSVRlab]V1.0, 著作权人：同济大学；北京诺亦滕科技有限公司. （中华人民共和国国家版权局，授权日：2019.8.28，登记号：2019SR0891993）