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

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 underInternational Joint Research Laboratory of Earthquake Engineering (ILEE):Seismic performance of innovative self-centering structural systems and hybridsimulation. (Grant No. ILEE-IJRP-P1-P1-2016)，Co-PI withProf. 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 PrintingBuilding 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

[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). ShapeMemory 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.

[1]      Zhiyang Xie, Wei Wang*, Zucheng Yao.(2024). Experiments and modeling of shear ultra-low-cycle fatigue of structuralsteel considering plastic deformation histories. Construction and BuildingMaterials, 418: 135409. (SCI, EI)

[2]      Haowen Hou, Wei Wang*, YuelinZhang. (2024). Seismic damage assessment for flexural double skin compositewalls 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 functionalrecovery of interdependent infrastructure systems. Earthquake Engineerng &Structural Dynamics, 53: 529-544. (SCI, EI)

[4]      Junlin Li, Wei Wang*, KoichiKusunoki, Yusuke Maida, ZelinWang. (2024). A simplified analysis method forestimating the peak responses of recentering structures with viscous dampingsystems. 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-columnjoint considering distribution randomness of corrosion depth. Journal of ConstructionalSteel Research, 212: 108267. (SCI, EI)

[6]      Bochao Fu, Wei Wang, Yuqing Gao*.(2024). Physical rule-guided generative adversarial network for automatedstructural layout design of steel frame-brace structures. Journal of BuildingEngineering, 86: 108943. (SCI, EI)

[7]      Yuelin Zhang, Wei Wang, HongweiHuo, Yang Wang, Cheng Fang*. (2024). Influence of corrosion on ultra-low cyclefatigue performance of steel butt-welded joints with various welding methods. Journalof Constructional Steel Research, 215: 108561. (SCI, EI)

[8]      Chunxue Dai, Shuling Hu*, WeiWang. (2024). Additional damped rocking sections for enhancing seismicperformance of self-centering dual rocking core system. Journal of BuildingEngineering, 86: 108723.

[9]      BidaZhao, Hongwei Huo, Cuiling Ran, Cheng Fang*,Wei Wang, Haijing Zhou. (2024). Flexural behavior of castellated partiallyencased 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 andparametric 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 transfercoefficient for steel column surrounded by localized fires. Fire SafetyJournal, 141: 103987. (SCI, EI)

[12]  Wei Wang, Zucheng Yao, ZhiyangXie*. (2023). Ductile fracture of LYP225 steel: Effects of stress states andloading 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 designequations of partially steel-reinforced concrete beam-to-steel tube columnjoint. Structures, 57: 105172. (SCI, EI)

[14]  Shiye Wang, Wei Wang*, ZhiyangXie. (2023). Nonlinear cyclic behavior of steel tube in concrete-filled steeltube 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 resilienceby controlling both structural and nonstructural damage. EngineeringStructures, 295: 116796. (SCI, EI)

[16]  Ruibin Zhang, Shuling Hu*, WeiWang. (2023). Probabilistic residual displacement-based design for enhancingseismic resilience of BRBFs using self-centering braces. EngineeringStructures, 295: 116808. (SCI, EI)

[17]  Ting Lou, Wei Wang*, Bassam A.Izzuddin. (2023). A framework for performance-based assessment inpost-earthquake fire: Methodology and case study. Engineering Structures, 294:116766. (SCI, EI)

[18]  Cheng Fang, Junbai Chen*, WeiWang*. (2023). SMA-braced steel frames influenced by temperature: Practicalmodelling strategy and probabilistic performance assessment. Journal ofBuilding Engineering, 76: 107334.

[19]  Xiaotian Liu, Wei Wang*, JunlinLi*. (2023). Full-scale shaking table tests and numerical studies of structuralframes with a hybrid isolation system. Engineering Structures, 292: 116545. (SCI,EI)

[20]  Zhiyang Xie, Wei Wang*, YiyiChen. (2023). Plastic-deformation-history effects on the cyclic ductilefracture 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 andnumerical study on seismic behavior of partially steel-reinforced concretebeam-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 methodsin advanced structural fire analysis. International Journal of ThermalSciences, 193: 108465. (SCI, EI)

[23]  Cheng Fang, Xiaotian Liu*, WeiWang, Yue Zheng. (2023). Full-scale shaking table test and numerical analysisof structural frames with SMA cable-restrained base isolation. EarthquakeEngineerng & 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-criticalblind bolts anchored in concrete-filled steel tubes. Structures, 55: 354-369. (SCI, EI)

[25]  Haowen Hou, Wei Wang*, YueshiChen. (2023). An assembled beam-to-double skin composite wall joint with insertdiaphragm: 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. StructuralHealth Monitoring, DOI: 10.1177/14759217231173873. (SCI, EI)

[27]  Ting Lou, Wei Wang*, Bassam A.Izzuddin*. (2023). System-level analysis of a self-centring moment-resistingframe under post-earthquake fire. Engineering Structures, 289: 116294. (SCI,EI)

[28]  Shuling Hu, Wei Wang, ShahriaAlam, Songye Zhu, Ke Ke*. (2023). Machine learning-aided peak displacement andfloor acceleration-based design of hybrid self-centering braced frames. Journalof Building Engineering, 72: 106429. (SCI,EI)

[29]  Shuling Hu, Wei Wang*, YongchangLu. (2023). Explainable machine learning models for probabilistic bucklingstress prediction of steel shear panel dampers. Engineering Structures, 288:116235. (SCI, EI)

[30]  Yazhi Zhu, Wei Wang*, YongchangLu, Zucheng Yao. (2023). Finite element modeling and design recommendations forlow-yield-point steel shear panel dampers. Journal of Building Engineering, 72:106634. (SCI, EI)

[31]  WuhuaZeng, Mingliang Fu, Yuezong Lian, Hai Zhong, Wei Wang. (2023). ExperimentalStudy on the Seismic Performance of a Steel Slag CFDST T-Joint. Sustainability,15(10): 7991.

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[33]  Yuelin Zhang, Cheng Fang*, WeiWang, Haowen Hou. (2023). Cyclic plasticity and ULCF behavior of steelbutt-joints considering different welding methods. International Journal ofFatigue, 173: 107684. (SCI, EI)

[34]  Chunxue Dai, Shuling Hu*, WeiWang. (2023). Direct displacement-based design of SEDRC systems consideringhigher mode effects. Journal of Building Engineering, 71: 106407. (SCI, EI)

[35]  Jiajun Du, Wei Wang*, Ting Lou,Hongyu Zhou. (2023). Resilience and sustainability-informed probabilisticmulti-criteria decision-making framework for design solutions selection.Journal of Building Engineering, 71: 106421. (SCI, EI)

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[37]  Xiaotian Liu, Wei Wang*, Junlin Li*.(2023).Seismic response mitigation of prefabricated industrial equipment structuralframes through a hybrid isolation system. Journal of Constructional SteelResearch, 206: 107918. (SCI, EI)

[38]  Xing Gao, Wei Wang*. (2023). Componentmodel and design method for tensile behavior of slip-critical blind boltsanchored 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, ZhengyanLu, Xiaohong Li. (2023). Fracture performance study on Q460D steel and ER55-Gwelds after high temperature. Journal of Constructional Steel Research, 206:107888. (SCI, EI)

[41]  Tian You, Biniam Tekle Teweldebrhan, WeiWang, Solomon Tesfamariam*. (2023). Seismic loss and resilience assessment oftall-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-basedstructures 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, YiyiChen. (2023). A ductile tearing assessment diagram for crackedcircular-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 framebuildings by enhancing floor deck connections. Journal of Constructional SteelResearch, 202: 107797. (SCI, EI)

[45]  Ruibin Zhang, Canxing Qiu*, Wei Wang.(2023). Peak and residual deformation-based seismic design for multi-storyhybrid 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 criticalreview. Journal of Earthquake Engineering, DOI: 10.1080/13632469.2023.2166163. (SCI, EI)

[47]  Junlin Li, Wei Wang*. (2023). Developmentof a new response spectrum analysis approach for determining elastic sheardemands 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 onductile fracture prediction. Journal of Constructional Steel Research, 202: 107797.(SCI, EI)

[49]  Junlin Li, Wei Wang*. (2023). Aninelastic-state based procedure to calculate the force demands along buildingheight for recentering steel building frames. Engineering Structures, 277:115465. (SCI, EI)

[50]  Shiye Wang, Wei Wang*, Shiwei Xie, YueshiChen. (2023). Behavior and design method of double skin composite wall under axialcompression. 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 ofsteel 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 seismicresilience. 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-dissipationcomponents. Engineering Structures, 274: 115204. (SCI, EI)

[54]  Ruibin Zhang, Wei Wang*, Chengyu Yang,Shuling Hu, M. Shahria Alam. (2023). Hybrid test and numerical study ofbeam-through frame enhanced by friction spring-based self-centering rockingcore. Engineering Structures, 274: 115157. (SCI,EI)

[55]  Yu Chen, Feng Zhou*, Wei Wang, XuechengXia, Tianyi Ying, Guiping Yue. (2023). Experimental and numerical studies onthe hot spot stress calculation method for welded CHS X-joints stiffened byinternal 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-skincomposite 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-centeringenergy-absorbing dual rocking core system under near-fault ground motions usingmachine learning. Journal of Earthquake Engineering, 27(3): 488-519. (SCI, EI)

[58]  Cheng Fang, Chen Cao, Yue Zheng*, HongleiWu, Wei Wang, Dong Liang. (2023). Self-Centering energy-dissipative restrainersincorporating 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 withdamage-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 steelbuildings equipped with self-centering energy-absorbing rocking core systems: Acomparative 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 improvingpost-earthquake repairability of steel moment-resisting frames using self-centeringbraces. 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-baseddesign method for enhancing seismic performance of steel moment-resisting framesby 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 onFe-Mn-Si alloy dampers for enhanced low-cycle fatigue resistance. ASCE Journalof Structural Engineering, 148(11): 04022170. (SCI, EI)

[64]  Fangfang Liao, Xiaohong Li, Wei Wang, YiyiChen, Tianhua Zhou, Shaofeng Nie. (2022). Seismic performance study on Q460 high-strengthsteel welded cruciform beam-column connections. Journal of Constructional SteelResearch, 198: 107504. (SCI, EI)

[65]  Junbai Chen, Wei Wang*, Cheng Fang. (2022).Seismic collapse capacity and dispersion spectra for self‐centering braced frames consideringuncertainty propagation. Earthquake Engineerng & Structural Dynamics,51(14): 3367-3392. (SCI, EI)

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[67]  Ting Lou, Wei Wang*. (2022). Post-fireseismic behaviour of a self-centring connection with buckling-restrained platesand pre-stressed bars. Engineering Structures, 269: 114814. (SCI, EI)

[68]  Tian You, Wei Wang*, Yiyi Chen, SolomonTesfamariam. (2022). Gaussian random field based correlation model of buildingseismic performance for regional loss assessment. Soil Dynamics and EarthquakeEngineering, 162: 107501. (SCI, EI)

[69]  Feng Zhou, Yu Chen*, Wei Wang, Wei Xie,Tianyi Ying, Guiping Yue. (2022). Investigation of hot spot stress for weldedtubular K-joints with stiffeners. Journal of Constructional Steel Research,197: 107452. (SCI, EI)

[70]  Zhiyang Xie, Yiyi Chen, Wei Wang*.(2022). Catenaryeffect 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-centeringsteel 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-downtest and numerical validation of multi-story steel moment frame usingpulley-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 damagecontrol. 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 probabilisticstrength prediction models of structural components: An application for RHS-CHST-joint. Engineering Structures, 266: 114548. (SCI, EI)

[76]  Junjie Wang, Ke Ke*, Wei Wang. (2022). Structuralrobustness evaluation of steel frame buildings with different composite slabsusing reduced-order modeling strategies. Journal of Constructional SteelResearch, 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)

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[80]  Zucheng Yao, Wei Wang*, Amit Kanvinde.(2022). A constitutive model of cyclic plasticity with Lode dependence forstructural steels. Computers and Structures, 268: 106826. (SCI, EI)

[81]  Zucheng Yao, Wei Wang*. (2022). Full-rangestrain-hardening behavior of structural steels: Experimental identification andnumerical simulation. Journal of Constructional Steel Research, 194: 107329. (SCI, EI)

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[85]  Shiye Wang, Wei Wang*. (2022). Developmentof loading protocols for experimental testing of double skin composite wall.Journal of Building Engineering, 51: 104324. (SCI, EI)

[86]  Junlin Li, Wei Wang*. (2022). Assessmentson seismic performance of self-centering hybrid damping systems under far-fieldand near-field ground motions. Journal of Constructional Steel Research, 192:107209. (SCI, EI)

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[93]  Ruibin Zhang, Wei Wang*, Cheng Fang.(2022). Evaluation of a full-scale friction spring-based damper consideringcumulative seismic demand. ASCE Journal of Structural Engineering, 148(3):04021281. (SCI, EI)  

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[97]  Shuling Hu, Wei Wang*, M. Shahria Alam.(2022). Performance-based seismic design method for retrofitting steelmoment-resisting frames with self-centering energy-absorbing dual rocking coresystem. 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 frictiondampers with enhanced deformability. Journal of Building Engineering, 45:103513.

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[101]          KiranMadrahalli Chidanandamurthy, Wei Wang*, Cheng Fang, Subhaschandra Kattimani.(2021). Static, buckling, and free vibration characteristics of porous skewpartially functionally graded magneto-electro-elastic plate. Mechanics BasedDesign of Structures and Machines, DOI: 10.1080/15397734.2021.2008257. (SCI, EI)

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

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

[138]          RuibinZhang, Wei Wang, Ke Ke*. (2020). Quantification of seismic demands ofdamage-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]          JunjieWang, Wei Wang*, Xudong Qian. (2019). Progressive collapse simulation of thesteel-concrete composite floor system considering the ductile fracture ofsteel. Engineering Structures, 200: 109701. (SCI, EI)

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

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

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

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

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

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

[147]          ChengFang, Wei Wang*, Weikang Feng. (2019). Experimental and numerical studies onself-centring beam-to-column connections free from frame expansion. EngineeringStructures, 198: 109526. (SCI, EI)

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

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

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

[151]          JiansheXu, Cheng Fang*, Wei Wang. (2019). Structural Design of Irregular CurvedLattice Shells in China. Structures and Buildings, Proceedings of theInstitution of Civil Engineers-Civil Engineering, 172(5): 37-47. (SCI, EI)

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

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

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

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

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

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

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

[159]          ShulingHu, Wei Wang, Bing Qu*. (2018). Enhancing seismic performance of tension-onlyconcentrically braced beam-through frames through implementation of rockingcores. Engineering Structures, 169: 68-80.(SCI, EI)

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

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

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

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

[164]          Chengfang, 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 alloywashers and bolts. Engineering Structures, 164: 155-168. (SCI, EI)

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

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

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

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

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

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

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

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

[173]          LingLi, Wei Wang*, Yiyi Chen, Lip H. Teh. (2017). Column-wall failure mode of steelmoment connection with inner diaphragm and catenary mechanism. EngineeringStructures, 131: 553-563. (SCI, EI)

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

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

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

[177]          WeiWang, Tak-Ming Chan, Yunfeng Zhang. (2016). Special Issueon Resilience in Steel Structures.” Frontier of Structural and CivilEngineering, 10(3): 237-238. (SCI, EI) √

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

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

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

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

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

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

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

[185]          Tak-MingChan, Yunmei Huai, Wei Wang*.(2015). Experimental investigation on lightweight concrete-filled cold-formedelliptical hollow section stub columns. Journal of ConstructionalSteel Research, 115: 434-444. (SCI, EI)

[186]          WeiWang, Xi Qin, Yiyi Chen. (2015). Details of H-beam-to-RHS column joints withthrough diaphragm for progressive collapse prevention. Advances inStructural Engineering, 18(10): 1723-1736. (SCI,EI)

[187]          WeiWang, Yiyi Chen, Tak-Ming Chan, Wanqi Li. (2015). Three-dimensionalcyclic performance on new ring-beam connection between concrete-filled tubularcolumn and reinforced-concrete beams. Advances in StructuralEngineering, 18(8): 1287-1302. (SCI, EI)

[188]          XinxuMa, Wei Wang*, Yiyi Chen, XudongQian. (2015). Simulation of ductile fracture in welded tubular connectionsusing a simplified damage plasticity model considering the effect of stresstriaxiality and Lode angle. Journal of Constructional SteelResearch, 114: 217-236. (SCI, EI)

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

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

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

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[31]  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)

[32]  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)

[33]  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)

[34] Wei Wang, Xinlong Du, YunfengZhang, Gongling Chu, Yiyi Chen. (2018). Full-scale cyclic testing ofself-centering modular panels for seismic resilient structures. Key EngineeringMaterials, 763: 339-346.（EI）

[35] Cheng Fang, Wei Wang, XiaoYang. (2018). A proof-of-concept study on self-centering column feet equippedwith innovative shape memory alloy ring springs. Key Engineering Materials, 763:661-668.（EI）

[36] Qun He, Yiyi Chen, Wei Wang,Hai Tian. (2018). Hysteretic features of low yield point steel and itsinfluence on shear plate damper behavior. Key Engineering Materials, 763:718-725.（EI）

[37]  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)

[38]  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)

[39]  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.

[40]  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)

[41]  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)

[42]  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)

[43]  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.

[44]  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.

[45]  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.

[46]  张云峰、王伟. 3D打印建筑，十万个为什么，2016，5: 22-25.

[47]  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)

[48]  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)

[49]  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)  

[50]  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)

[51]  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)

[52]  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)

[53]  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)

[54]  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)

[55]  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)

[56]  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.

[57]  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.

[58]  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.

[59]  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)

[60]  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)

[61]  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)

[62]  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)

[63]  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)

[64]  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)

[65]  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)

[66]  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)

[67]  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.

[68]  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.

[69]  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.

[70]  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.

[71]  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.

[72]  Wei Wang*, Qing Zhou, Yiyi Chen, Lewei Tong. (2013). “Seismic performance offloor-by-floor assembled steel braced structures with stiffened connections.”The IES Journal Part A: Civil & Structural Engineering, 6(2): 112-118. (EI)

[73]  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)

[74]  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)

[75]  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)

[76]  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)

[77]  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.

[78]  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.

[79] 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)

[80] 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.

[81] 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)

[82]  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)

[83]  Fangfang Liao, Wei Wang, Yiyi Chen.(2011). “ Experimental study to calibrate monotonic micromechanics-based fracturemodels of Q345 steel.” Advanced Materials Research, 261-263: 545-550. (EI)

[84] 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)

[85] 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)

[86] 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)

[87] 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)

[88] 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）

[89]  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）

[90] 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)

[91] 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）

[92] 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)

[93] 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.

[94] 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.

[95] 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.

[96] 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.

[97] 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.

[98]  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.

[99]  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.

[100]          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.

[101]          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.

[102]          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.

[103]          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.

[104]          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.

[105]          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.

[106]          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.

[107]          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.

[108]          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.

[109]          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. 

(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

(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/CECS1540-2024）

(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/CSUS14-2021）

(1) SCI国际期刊《Frontiers ofStructural and Civil Engineering》执行主编（2023.1.1-2.26.9.30）

(2) SCI国际期刊《Buildings》编委（2021.1.1-2026.1.1）

(3) 中文核心期刊《建筑钢结构进展》（2018.11.1-2026.11.30）、《建筑结构》编委（2023.1.1-2025.1.1）

(4) 中国钢结构协会理事（2019.10.1-2023.10.1）、中国钢结构协会专家委员会委员（2021.10.1-2031.10.1）

(5) 中国建筑金属结构协会教育分会副会长（2021.8.1-2024.12.31）

(6) 建筑工业化产业技术创新战略联盟理事、技术委员会副主任（2015.9.1-2018.12.31）

(7) 中国钢结构协会结构稳定与疲劳分会常务理事（2021.1.1-2024.12.31）

(8) 中国钢结构协会钢-混凝土组合结构分会常务理事（2023.1.1-2027.12.31）

(9) 中国钢结构协会钢结构焊接与连接分会理事（2021.7.1-2026.10.31）

(10) 中国建筑金属结构协会检测鉴定加固改造分会常委（2019.7.1-2024.6.30）

(11) 中国建筑学会村镇建筑综合防灾专业委员会委员（2017.11.1-2026.11.1）

(12) 上海市金属结构行业协会专家委员会委员（2021.9.22-2026.9.22）

(13) 中国建设贸促会智库专家（2022.11.1-2024.11.30）

1、2023年，斯坦福大学全球前2%顶尖科学家榜单

2、2023年，爱斯唯尔（Elsevier）中国高被引学者

3、2022年，斯坦福大学全球前2%顶尖科学家榜单

4、2022年，爱斯唯尔（Elsevier）中国高被引学者

5、2021年，斯坦福大学全球前2%顶尖科学家榜单

6、2021年，爱斯唯尔（Elsevier）中国高被引学者

7、2023年，福建闽江学者讲座教授

8、2021年，《建筑结构》创刊50周年优秀作者

9、2019年，山东泰山产业领军人才

10、2019年，建筑结构行业杰出青年

11、2015年，上海市曙光学者

12、2010年，上海市浦江人才

13、2008年，上海市优秀青年教师

14、2008年，全国百篇优秀博士学位论文提名奖

1、2023年，土木工程专业世界一流人才培养的系统实践，国家级教学成果一等奖，排名第10.

2、2022年，传承.创新.引领：土木工程专业一流人才培养的系统实践，上海市教学成果特等奖，排名第7.

3、2022年，产出导向的学生增值发展评价体系创建与实践，上海市教学成果二等奖，排名第2.

4、2021年，引领未来的土木工程专业人才培养体系创新与实践，同济大学教学成果特等奖，排名第6.

5、2021年，以学生发展为中心的土木工程专业课程体系改革与实践，同济大学教学成果一等奖，排名第4.

6、2020年, 以学习成果产出为导向的建筑工程全过程课程设计建设与实践, 同济大学教学成果一等奖, 排名第1.

7、2020年, 以工程教育认证为抓手，创新OBE导向专业教育的研究与实践, 同济大学教学成果一等奖, 排名第2.

8、2020年, 五结合一贯通，工程能力导向的土木工程专业实践教学体系重构与实践, 同济大学教学成果特等奖, 排名第4.

9、2023年，同济大学优秀博士学位论文指导教师.

10、2022年，同济大学优秀博士学位论文指导教师.

11、2021年，同济大学优秀博士学位论文指导教师.

12、2022年，同济大学优秀毕业设计（论文）指导教师.

13、2019年, 同济大学优秀毕业设计（论文）指导教师.

14、2022年，同济大学韩国龙土木建筑教学奖励金一等奖.

15、2019年, 同济大学“名课优师”（钢结构基本原理）.

16、2018年, 第4届中国互联网+大学生创新创业大赛上海赛区优秀指导教师奖.

17、2018年, 基于OBE模式的钢结构教学体系, 同济大学教学成果三等奖, 排名第2.

18、2014年,建设本科教学实验平台，培养学生自主学习和创新能力, 同济大学教学成果特等奖, 排名第7.

1、可恢复功能防震建筑关键技术与工程应用，教育部科技进步一等奖，3/15，2022年.

2、钢结构高效螺栓连接关键技术，中国钢结构协会科学技术特等奖，3/16，2022年.

3、装配式轻钢组合结构高效抗震节能体系及产业化，中国钢结构协会科学技术一等奖，3/15，2021年.

4、钢管结构设计和建造关键技术与工程应用, 中国钢结构协会科学技术特等奖，2/16，2018年.

5、装配式钢结构建筑减震及成套快装技术研究与应用，工程建设科学技术进步奖二等奖，2/11，2023年

6、装配式钢结构高层建筑关键技术研究与应用，中国安装协会科学技术进步二等奖，2/9，2022年.

1、2016年, 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, 领跑者5000中国精品科技期刊顶尖学术论文, 排名第1.

2、2017年，Self-centringbehaviour of steel and steel-concrete composite connections equipped with NiTiSMA bolts，ESI高被引论文，通讯作者.

3、2019年，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》期刊2013-2018年间高引用率论文, 排名第1.

4、2019年，Self-centeringfriction spring dampers for seismic resilience，ESI高被引论文，通讯作者.

5、2019年，Aself-centring connections equipped with shape memory alloy washers and bolts，香港工程师学会2019年卓越结构工程论文，第四作者.

6、2020年，低屈服点钢材剪切型阻尼器试验研究, 2019-2020年度《钢结构（中英文）》期刊高影响力论文, 通讯作者.

7、2022年，Seismicresilient steel structures: A review of research, practice, challenges andopportunities，ESI高被引论文，通讯作者.

8、2022年,Macromodeling approach and robustness enhancement strategies for steel framebuildings with composite slabs against column loss，ASCE主编特别推荐论文，通讯作者.

9、2023年，Explainablemachine learning models for probabilistic buckling stress prediction of steelshear panel dampers，Engineering Structures主编特别推荐论文(2023年度最佳论文奖)，通讯作者.

10、2023年，Experimentaland numerical investigations of tensile behavior of slip-critical blind boltsanchored in concrete-filled steel tubes，Structures主编特别推荐论文(ISTRUC Featured Article Award)，通讯作者.

11、2023年，基于超弹性形状记忆合金的钢结构抗震研究进展，2019-2023年《建筑结构学报》高被引论文，通讯作者.

12、2023年，Life-cyclebenefits estimation of self-centering building structures，ESI高被引论文，第二作者.

13、2023年，Seismicloss and resilience assessment of tall-coupled cross-laminated timber wallbuilding，Earthquake Spectra主编特别推荐论文，第三作者.

14、2023年，Improvingstructural robustness of steel frame buildings by enhancing floor deckconnections，ESI高被引论文，第四作者.

每年在土木工程专业和智能建造专业招收博士研究生2-4名，在建筑与土木工程专业和智能建造专业招收硕士研究生3-5名。具体研究方向：（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低碳智能建造。欢迎申请或报考！

有意向申请者请联系：weiwang@tongji.edu.cn

由于科研项目需要，面向海内外长期公开招聘博士后2~3名。合作导师为王伟教授。研究方向：（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低碳智能建造。

招聘条件：（1）在国内外获得博士学位，有强烈的科研志趣，原则上获得博士学位不超过一年；（2）年龄35周岁以下，身体健康。

岗位要求：（1）完成合作导师布置的科研项目，独立进行相应课题的科学研究；（2）发表高水平科研论文。考核要求及具体管理要求，参见《同济大学土木工程学院博士后管理工作实施办法》和《同济大学博士后研究人员管理工作实施办法》等有关规定。

欢迎推荐或自荐具备上述研究方向相关的专业背景的博士进站。

有意向申请人员请联系：weiwang@tongji.edu.cn