Hysteretic behaviour of steel plate shear wall with two-side connections and side stiffened
LI Yang1,2，ZHAO Xiaofeng1，TAN Ping3,4，ZHOU Fulin1,3,4
1. College of Civil Engineering, Hunan University, Changsha, 410082, China;
2. Department of Civil Engineering and Transportation Engineering, Yellow River Conservancy Technical Institute, Kaifeng 475004, China;
3. Guangdong Provincial Key Laboratory of Earthquake Engineering and Advanced Technology, Guangzhou University, Guangzhou 510405, China;
4. Key Laboratory of Earthquake Resistance Earthquake Mitigation and Structural Safety of the Ministry of Education, Guangzhou University, Guangzhou 510405, China
Abstract：This paper designed one specimen in the light of a steel plate shear wall with two-side connections and side stiffened. This specimen was tested under cyclic loading at a scale ratio of 1/3 to investigate its hysteretic behavior. Finite element analysis model of this specimen was established by using finite element software ABAQUS to simulate its hysteretic behaviors. Finite element results and experimental results were made a comparison to verify the reliability of the finite element model. The influences of aspect ratio, height-thickness ratio and thickness of stiffener on hysteretic behaviors of this steel plate shear wall with two-side connections and side stiffened were investigated by using the verified finite element model. Research results show that the full degree of hysteresis curve, which is not related to the variation of the thickness of the stiffeners, decreases with the decrease of aspect ratio and increases with the decrease of the height-thickness ratio. Cumulative energy consumption per unit increases with the decrease of the aspect ratio, with the decrease of height-thickness ratio and with the increase of the thickness of the stiffeners, and the influence of height-thickness ratio is the most significant among them. The change regulations of maximum average shear stress is in accord with cumulative energy consumption per unit and maximum average shear stress is close to the shear yield strength gradually. The above research provides a basis for the design and application of steel plate shear wall.
李洋1,2，赵啸峰1，谭平3,4，周福霖1,3,4. 两边连接侧边加劲钢板剪力墙滞回性能研究[J]. 振动与冲击, 2022, 41(12): 43-50.
LI Yang1,2，ZHAO Xiaofeng1，TAN Ping3,4，ZHOU Fulin1,3,4. Hysteretic behaviour of steel plate shear wall with two-side connections and side stiffened. JOURNAL OF VIBRATION AND SHOCK, 2022, 41(12): 43-50.
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