职称:副教授
学位:博士学位
1. 桥梁抗震、减隔震设计理论和应用研究
2. 既有桥梁抗震性能评价及快速加固技术研究
3. 预制拼装桥梁下部结构抗震性能及关键技术研究
4. 预制拼装耗能减震及韧性提升桥梁结构体系研究
1)国家自然科学基金青年科学基金项目,50508032,节段拼装预应力混凝土桥墩抗震性能研究,2006/01-2008/12.
2)国家自然科学基金面上项目,51178350,节段拼装预应力混凝土桥梁结构体系抗震性能研究,2012/01-2015/12.
3)国家自然科学基金面上项目,51778470,预制拼装桥墩抗剪性能及拼接缝剪切机理研究,2018/01-2021/12.
4)国家自然科学基金面上项目,51978511,桩基础承台-承插式预制拼装桥墩抗震性能研究,2020/01-2023/12.
5)上海市科委项目,12231201303,内河航道大跨度连续梁桥减隔震支座及顶升关键技术研究与应用,2012/10-2015/03.
6)上海公路投资建设发展有限公司,预制拼装立柱抗震性能试验研究,2011/1-2012/12.
7)上海市城市建设设计研究总院,新型预制拼装快速连接接头成套技术研究及应用,2016/1-2019/12.
8)上海市城市建设设计研究总院,既有桥梁抗震性能加固技术研究,2013/1-2015/12.
9)上海市政工程设计研究总院(集团)有限公司,国定东路预制拼装立柱关键技术试验研究,2015/12-2019/12.
1)范立础、王志强,桥梁减隔震设计,人民交通出版社,2001.
2)魏红一、王志强,桥梁施工及组织管理 (第三版 上册),人民交通出版社,2016.
3)Wang Zhiqiang,Zhang Jiyan,Lv Hao,Yan Xingfei,Li Tiantian,Qu Hongya,Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation,SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2023,165.
4)Zhong Haiqiang,Guo Junjun,Yuan Wancheng,Wang Zhiqiang*,Dang Xinzhi,Deng Xiaowei,Numerical study on seismic performance of a novel multi-level aseismic highway bridge with cable-sliding friction aseismic bearings and dissipative controlled rocking piers,ENGINEERING STRUCTURES,2023,275.
5)Hongya Qua,Hao Lv,Tao Zhang,Tiantian Li,Zhiqiang Wang*,Experimental study and theoretic analysis of shear failure mechanism for short precast bridge columns with grouted splice sleeve (GSS) connectors under direct shear load,Engineering Structures,2022,272.
6)Wang Zhiqiang,Zhang Penghui,Zhang Jiyan,Li Tiantian,Yan Xingfei,Qu Hongya,Seismic Performance Comparison of Precast Bridge Columns with Different Shear Span-to-Depth Ratios and Connection Designs via Quasi-Static Cyclic Test,JOURNAL OF BRIDGE ENGINEERING,2022,27(10).
7)Wang Zhiqiang,Wu Chengjun,Li Tiantian,Xiao Wei,Wei Hongyi,Qu Hongya,Experimental Study on the Seismic Performance of Improved Grouted Corrugated Duct Connection (GCDC) Design for Precast Concrete Bridge Column,JOURNAL OF EARTHQUAKE ENGINEERING,2022,26(5):2469-2490.
8)Qu Hongya,Fu Jixing,Li Tiantian,Wu Chengjun,Sun Xianfeng,Wei Hongyi,Wang Zhiqiang*,Experimental and Numerical Assessment of Precast Bridge Columns with Different Grouted Splice Sleeve Coupler Designs Based on Shake Table Test,JOURNAL OF BRIDGE ENGINEERING,2021,26(8)
9)Qu Hongya,Wu Chengjun,Li Tiantian,Fu Jixing,Wang Zhiqiang*,Comparison of experimental approaches for seismic performance evaluation of bridge piers with high strength self-consolidating concrete towards practical engineering application,ENGINEERING STRUCTURES,2021,243.
10)Wang Zhiqiang,Li Tiantian,Qu Hongya,Wei Hongyi,Li Yongbo,Seismic Performance of Precast Bridge Columns with Socket and Pocket Connections Based on Quasi-Static Cyclic Tests: Experimental and Numerical Study,JOURNAL OF BRIDGE ENGINEERING,2019,24(11)
11)Wang Zhiqiang,Li Tiantian,Qu Hongya,Wei Hongyi,Zhang Yang,Seismic performance comparison of precast segmental bridge girders with different cross sections and boundary conditions under vertical quasi-static cyclic testing: An experimental investigation,ADVANCES IN STRUCTURAL ENGINEERING,2018,21(12):1936-1948.
12)Li Tiantian,Qu Hongya,Wang Zhiqiang*,Wei Hongyi,Jiang Shichi,Seismic performance of precast concrete bridge columns with quasi-static cyclic shear test for high seismic zones,ENGINEERING STRUCTURES,2018,166:441-453.
13)王志强,张杨宾,蒋仕持,魏红一,姜海西,闫兴非,套筒连接的预制拼装桥墩抗剪性能试验[J],同济大学学报(自然科学版),2018,46(06):767-775.
14)Wang Zhiqiang,Qu Hongya,Li Tiantian,Wei Hongyi,Wang Hao,Duan Hongliang,Jiang Haixi,Quasi-static cyclic tests of precast bridge columns with different connection details for high seismic zones,ENGINEERING STRUCTURES,2018,158:13-27.
15)Qu Hongya,Li Tiantian,Wang, Zhiqiang*,Wei Hongyi,Shen Jiawei,Wang Hao,Investigation and verification on seismic behavior of precast concrete frame piers used in real bridge structures: Experimental and numerical study,ENGINEERING STRUCTURES,2018,154:1-9.
16)王志强,卫张震,魏红一,王昊,预制拼装联接件形式对桥墩抗震性能的影响[J],中国公路学报,2017,30(05):74-80.
17)魏红一,肖纬,王志强,李田田,采用套筒连接的预制桥墩抗震性能试验研究[J],同济大学学报(自然科学版),2016,44(07):1010-1016.
18)Wang Zhiqiang,Ge Jiping,Wei Hongyi,Seismic performance of precast hollow bridge piers with different construction details,Frontiers of Structural and Civil Engineering,2014,8(4):399-413.
19)魏红一,逯宗典,王志强,近场简支梁铅芯橡胶支座隔震特性分析[J],同济大学学报(自然科学版),2010,38(01):39-44
20)Wang Zhiqiang,Lee George C.,A comparative study of bridge damage due to the Wenchuan, Northridge,Loma Prieta and San Fernando earthquakes,EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION,2009,8(2):251-261.
21)葛继平,魏红一,王志强,循环荷载作用下预制拼装桥墩抗震性能分析[J],同济大学学报(自然科学版),2008,36(07):894-899.
22)王志强,葛继平,魏红一,东海大桥预应力混凝土桥墩抗震性能分析[J],同济大学学报(自然科学版),2008,36(11):1462-1466+1500.
23)王志强,胡世德,范立础,东海大桥粘滞阻尼器参数研究[J],中国公路学报,2005,18(03):37-42.
1)参编《城市桥梁抗震设计规范》(CJJ 166-2011).
2)参编《公路桥梁抗震性能评价细则》(JTGT 2231-02—2021).
3)参编 上海市《预制拼装桥梁技术标准》(DG/TJ 08-2160-2021)
4)参编 《装配式城市桥梁工程技术规程》(T/CECS 728-2020)
5)参编 吉林省《装配式混凝土桥墩技术标准》(DB22/T5013-2018)