48、Wang Wei, Wang Xingxing. Experimental research and theoretical analysis of novel polygon‐key assembly connections, Structural concrete[J]. 2023: 1-13. Online (SCI/EI收录)
47、Wang Xingxing,Wang Wei, Nie Wenchao. Study on the load-carrying capacity of an innovative cold-formed steel floor system, Journal of Building Engineering[J]. 2023(66): 105819. (SCI/EI收录)
46、Wang Xingxing,Wang Wei, Wang Lidong. Improved equivalent bracing model considering the mechanical properties of hold-downs[J].Thin-Walled Structures, 2023(163): 110633. (SCI/EI收录)
45、Wang Xingxing,Wang Wei, Ye Jihong, Wu Yutian. Seismic damage model for gypsum board-to-CFS stud screw connections considering ground motion duration[J]. Engineering Structures, 2023(280):115688. (SCI/EI收录)
44、Wang Wei, Ma Junwei, Wang Xingxing. Seismic behavior of a precast RC frame–shear wall structure using full/half grout sleeve connections[J]. Engineering Structures, 2023(280): 115685. (SCI/EI收录)
43、王维,李爱群,王星星.长持时地震动对建筑结构抗震影响的研究进展[J].工程力学2023. (EI收录)
42、王维,李爱群,王星星.键槽装配式拼缝受剪性能试验研究与理论分析[J].工程力学2023,40(02):47-55. (EI收录)
41、王维,李爱群,王星星,等.中部集中空腔RC剪力墙拟静力试验与数值模拟研究[J].东南大学学报(自然科学版),2021,51(6):928-934. (EI收录)
40、Wang Wei, Wang Xingxing. Experimental and numerical investigations on concentrated-hollow RC shear walls[J]. Engineering Structures, 2021, 242: 112570. (SCI/EI收录)
39、Wang Xingxing,Wang Wei, Jihong Y, et al. Synergistic shear behaviour of cold-formed steel shear walls and reinforced edge struts[J]. Journal of Constructional Steel Research, 2021, 184: 106779. (SCI/EI收录)
38、Wang Xingxing,Wang Wei, Fei Haojie. Shear performance degradation of cold-formed steel shear walls sheathed with gypsum boards under multi-cycle reversed loading [J]. Thin-Walled Structures, 2021, 161, 107521. (SCI/EI收录)
37、Wang Wei, Wang Xingxing. Coned disc spring compound vertical isolation: testing and modelling [J]. Journal of Earthquake Engineering, 2020(6):1-33.(SCI/EI收录)
36、Wang Wei, Wang Xingxing. Tests, model, and applications for coned-disc-spring vertical isolation bearings[J]. Bulletin of Earthquake Engineering, 2020, 18(1): 357-398.(SCI/EI收录)
35、王维,高尚信,李爱群,王星星.基于非对称模型的碟簧隔震单自由度体系地震响应[J].浙江大学学报(工学版), 2020, 54(06): 1095-1105. (EI收录)
34、Wang Xingxing,Wang Wei, Li Youcheng. Cyclic performance of K-braced cold-formed steel shear walls with concrete-filled steel- tubular struts, Journal of Construction Steel Research, 2020, 173: 106249（SCI/EI收录）
33、高尚信,王维,裴星洙.空腔耗能剪力墙力学性能研究[J]. 学报(自然科学版), 2020, 34(04): 111-118. (中文核心)
32、王维,李爱群,王星星,高尚信.碟形弹簧竖向隔震装置的恢复力模型及其试验验证[J].哈尔滨工业大学学报, 2019, 51(06):184-190. (EI收录)
31、王维,李爱群,韩凤萍,邓建国.低硬度G3橡胶隔震支座试验研究及其隔震效果分析[J].工程抗震与加固改造, 2019, 41(01): 48-55. (中文核心)
30、王星星,王维,李宥成,裴星洙.冷成型钢结构体系抗震性能研究进展[J]. 学报(自然科学版), 2019, 33(04): 107-115. (中文核心)
29、韩凤萍,王维,邓建国,李爱群.地震动特性对HDRB基础隔震剪力墙结构地震易损性的影响[J].工程抗震与加固改造, 2019, 41(03): 36-42. (中文核心)
28、Wang Xingxing, Li Youchen,Wang Wei. Improved Fastener-Based Modelling Method for Reinforced Cold-Formed Steel Shear Walls [J]. Advances in Civil Engineering, 2019, ID 3260946（SCI/EI收录）
27、Wang Wei, Li Aiqun, Wang Xingxing. Seismic performance of precast concrete shear wall structure with improved assembly horizontal wall connections. [J]. Bulletin of Earthquake Engineering. 2018, 16(9):4133-4158(SCI/EI收录)
26、Wang Wei, Li Aiqun, Wang Xingxing. Seismic performance of base-isolated precast concrete shear wall structure with AHW connections[J]. Shock and Vibration. 2018, ID 9632523(SCI/EI收录)
25、王维,李爱群,等.碟形弹簧复合隔震支座力学性能试验与数值模拟研究[J].建筑结构学报, 2018, 39(05): 13-19. (EI收录)
24、王维,王星星,王冬梅,裴星洙.直接基于位移的橡胶支座基础隔震剪力墙结构设计方法[J]. 学报(自然科学版), 2018, 32(04): 609-616. (中文核心)
23、王维,王星星,张健.自我提高与外力引导相结合提升高校青年博士教学能力[J].价值工程, 2018, 37(06): 201-202.
22、王冬梅,王维,裴星洙.粘滞阻尼减震SDOF体系的地震响应与地震动强度指标相关性研究[J].工程抗震与加固改造, 2018, 40(03): 78-86. (中文核心)
21、王星星,王维,张雪.土木工程专业来华留学生培养质量提升途径探讨[J].价值工程, 2018, 37(27): 286-287.
20、Wang Xingxing, Ye Jihong,Wang Wei. Experimental investigation on the structural performance of a reinforced CFS beam-column joint [J]. Canadian Journal of Civil Engineering, 2018, 45(12): 1027-1039（SCI/EI收录）
19、李正川,王星星,李航,王维,罗海嘉,李爱群.基于最佳侧移刚度分布的钢框架结构抗震设计方法[J].工程抗震与加固改造, 2018, 40(06): 101-106+118. (中文核心)
18、王维,李爱群.最小地震剪力系数对隔震结构抗震性能的影响[J].建筑结构学报, 2017, (01): 99-105. (EI收录)
17、王维,包霞,李爱群.基于性能的既有框架结构隔震加固设计方法[J].建筑科学, 2017, 33(7) : 99-103. (中文核心)
16、王维,李爱群,贾洪,等.预制混凝土剪力墙隔震结构振动台试验研究[J].建筑结构学报. 2015, 36(06): 35-43. (EI收录)
15、Wang Wei, Li Aiqun. Isolation design of a school building in highly seismic region[C]. The Third International Conference on Civil Engineering, Architecture and Sustainable Infrastructure, Hongkong, China, 2015.
14、王维,李爱群,贾洪,等.预制混凝土剪力墙结构振动台试验研究[J].华中科技大学学报(自然科学版), 2015, 43(8): 12-17. (EI收录)
13、王维,李爱群,周德恒,等.新型三维多功能隔振支座设计及其隔振分析[J].东南大学学报(自然科学版), 2014, 33(4): 787-792. (EI收录)
12、李爱群,王维.三维多功能隔振支座设计及其在地铁建筑减振中的应用[J].地震工程与工程振动, 2014, 34(2): 202-208. (中文核心)
11、李爱群,王维,贾洪,等.预制钢筋混凝土框架结构抗震性能研究进展(Ⅱ):结构性能研究[J].工业建筑, 2014, 44(7): 137-140. (中文核心)
10、Wang Wei, Li Aiqun*, Jia Hong, et al. Seismic isolation for low-rise steel moment-resisting frame (SMRF) buildings using granulated rubber-soil mixtures (RSM)[C]. Proceedings of the 6th international forum on advances in structural engineering, Hefei, China. 2014: 257-266.
9、李爱群,王维,贾洪,等.预制钢筋混凝土剪力墙结构抗震性能研究进展(Ⅰ):接缝性能研究[J].防灾减灾工程学报, 2013, 33(5): 600-605. (中文核心)
8、李爱群,王维,贾洪,等.预制钢筋混凝土剪力墙结构抗震性能研究进展(Ⅱ):结构性能研究[J].防灾减灾工程学报, 2013, 33(6): 736-742. (中文核心)
7、裴星洙,王维,王星星.基于能量原理的隔震结构地震响应预测法研究[J].工程力学, 2011, 07: 65-72. (EI收录)
6、Pei Xingzhu,Wang Wei. Research on prediction method of steel frame-reinforced concrete shear wall hybrid structure earthquake response based on energy concept[J]. Advanced Materials Research, 2011, 163: 4442-4448. (EI收录)
5、王维,裴星洙,王星星.基于能量原理的阻尼器隔震结构地震响应预测[J].世界地震工程, 2011, 27(4): 109-115. (中文核心)
4、王维,裴星洙,王星星.罕遇地震作用下框架结构损伤分析[J].工程抗震与加固改造, 2011, 33(2): 22-27. (中文核心)
3、裴星洙,王星星,王维.基于抗震的多高层钢结构层间侧移刚度优化分布的研究[J]. 学报(自然科学版), 2011, 25(02): 119-125. (中文核心)
2、王星星,裴星洙,王维.多高层钢结构最佳侧移刚度分布与最佳截面惯性矩分布研究[J].工程抗震与加固改造, 2011, 33(01): 19-27. (中文核心)
1、裴星洙,王维.基于能量原理的外钢框架-内剪力墙结构地震响应预测法[J]. 学报(自然科学版), 2009, 23(6): 494-499. (中文核心)
