Paper Publications
- [1] Wang Yongwei，Xie Qin，Xie Yazhou, Zhou Zhen，Seismic analysis and design of general self-centering braced frames under near-fault pulse-type ground motions:Journal of Building Engineering,2024,96):110375.
- [2] Wang Yongwei，Zeng Bin, Chong Xun，Zhou Zhen，Performance-based plastic design methodology of dual self-centering steel braced frames:Journal of Constructional Steel Research,2024,216):108575.
- [3] Wang Yongwei，Xie Yazhou, Huang Linjie，Zhou Zhen，Theoretical model to predict the seismic drift concentration effect for self-centering-braced frame:Journal of Constructional Steel Research,2023,207):107950.
- [4] Wang Yongwei，Xie Yazhou, Huang Linjie, Zheng Jule，Zhou Zhen，Shake table tests of self-centering steel braced frame with pretensioned basalt fiber reinforced polymers:Journal of Earthquake Engineering,2022,27(11):3251-3268.
- [5] Wang Yongwei，Ge Hanbin, Yao Jiehua, Xie Qin，Zhou Zhen，Experimental validation and numerical simulation of a dual-self-centering variable friction braced frame under strong ground motions:Journal of Building Engineering,2022,56):104761.
- [6] Wang Yongwei，Huang Linjie, Yao Jiehua，Zeng Bin, Zhou Zhen，Shaking table test of a three-story frame with resilient variable friction braces:Journal of Constructional Steel Research,2022,192):107252.
- [7] Wang Yongwei，Zhang Lingxin, Zhao Kunsong，Zhou Zhen，Hysteretic behavior of dual-self-centering variable friction damper braces with low pretensioned force:Journal of Earthquake Engineering,2021,21(1):142–161.
- [8] Wang Yongwei，Wei Ynag, Zhu Dongping，Zhou Zhen，Experimental Investigation of BFRP Tendons under Monotonic and Hysteretic Loadings:Polymers,2021,13(21):3722.
- [9] Wang Yongwei，Huang Linjie，Zhou Zhen，Effects of Loading Rates on the Hysteretic Response of Resilient Variable Friction Dampers:International Journal of Steel Structures,2021,21):1550-1563.
- [10] Wang Yongwei，Xie Qin，Zeng Bin, Zhou Zhen，Hysteretic and seismic performance of dual self-centering variable friction damper braces:Soil Dynamics and Earthquake Engineering,2021,147):106774.
MOBILE Version