建筑结构学报2025，Vol.46Issue(1)：73-85,13.DOI:10.14006/j.jzjgxb.2023.0575
联肢开缝钢板剪力墙抗震性能试验研究
Experimental study on seismic performance of coupled steel plate shear wall with slits
摘要
Abstract
To investigate the seismic performance of coupled steel slits shear wall with different cross-sectional dimensions of coupling beams,two one-third scale,four-story specimens with different cross sections were designed and fabricated,and subjected to quasi-static cyclic loading tests.The failure mode and hysteretic behavior of the specimens were inspected,and the influence of the size of the coupling beam on the strength,stiffness,energy dissipation capacity,ductility,column axial force,and coupling beam rotation were explored.The results indicate that the coupled steel plate shear wall with slits possesses stable load-bearing capacity,good ductility,and energy dissipation capabilities,making it an excellent seismic lateral force-resisting system.The failure of the coupling beam will cause a rapid decrease in the lateral load-bearing capacity of the shear wall specimen,so it is necessary to avoid premature failure of the coupling beam.By increasing the dimension of the coupling beam,the initial stiffness,strength,and energy dissipation capacity of the specimen were enhanced.The larger the cross-sectional size of the coupling beam,the smaller the axial force in the frame column,especially for the internal column.The direction of the axial force in the internal column will undergo a reverse,leading to compression along with the external columns,which is beneficial to the stability of the frame column.In addition,the rotation of the coupling beam decreases with the increase in dimension of the coupling beams.However,it is necessary to ensure the reliability of the coupling beam-to-column connection to maintain significant rotational deformation capability.关键词
联肢钢板剪力墙/开缝钢板/连梁/拟静力试验/抗震性能Key words
coupled steel plate shear wall/steel slit panel/coupling beam/quasi-static test/seismic performance分类
土木建筑引用本文复制引用
李生辉,郝际平,田炜烽,吴星煌..联肢开缝钢板剪力墙抗震性能试验研究[J].建筑结构学报,2025,46(1):73-85,13.基金项目
国家自然科学基金面上项目(51878541). （51878541）
