1. State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University, Tianjin 300072, China
2. School of Civil Engineering, Tianjin University, Tianjin 300072, China
3. Hangxiao Steel Structure Co., Ltd., Hangzhou 310003, China
Abstract:The bundled lipped channel-concrete (BLC-C) composite wall is a new kind of double steel plate shear wall with the advantages of convenient construction and flexible arrangement. Experiments were carried out on five T-shaped steel tube bundle composite shear walls under cycle load to analyze their hysteretic curve and energy-dissipating capacity. The shear and lateral deformation property of the structure were analyzed, especially the strain at different heights of the shear wall. The finite element software ABAQUS was used to simulate the experiments, and the simulation result is good. It lays the foundation of parametric analysis and formula derivation. A series of researches show that T-shaped steel tube bundle composite shear wall has high bearing capacity and great seismic performance .
T字型钢管束组合剪力墙变形性能研究及有限元分析[J]. 土木工程学报, 2016, 49(S2): 39-44.
Chen Zhihua Jiang Yuting Zhang Xiaomeng Yang Qiangyue Li Wenbin Hu Lili. Research on deformation property and finite element analysis of T-shaped bundled lipped channel-concrete composite wall. 土木工程学报, 2016, 49(S2): 39-44.