江汉大学学报（自然科学版）2024，Vol.52Issue(3)：87-96,10.DOI:10.16389/j.cnki.cn42-1737/n.2024.03.009
框架填充墙抗震性能研究
Study on Seismic Performance of Infilled-frame Wall
摘要
Abstract
In order to study the influence of infill walls on the seismic performance of infilled in frame structures,the concrete frame,the wall with lightweight aggregate concrete block infilled frame wall,and the multi-story infilled-frame wall were analyzed by the ABAQUS.The structure's failure mode,hysteresis curve,skeleton curve,stiffness degradation performance,and energy dissipation capacity were compared.The results show that the lightweight aggregate concrete block infilled-frame wall has better mechanical performance.Adding an infilled wall inhances the structure's lateral force deformation resistance,and energy dissipation capacity.It improves the bending and shear performance of the multi-story frame structure.The wall with lightweight aggregate concrete block infilled frame is green,environmentally friendly,resilient,and has good seismic performance.关键词
框架填充墙/低周往复荷载/抗震性能/数值分析Key words
infilled-frame wall/low cyclic loading/seismic performance/numerical analysis分类
建筑与水利引用本文复制引用
方欣欣,陈月香..框架填充墙抗震性能研究[J].江汉大学学报（自然科学版）,2024,52(3):87-96,10.基金项目
福建省教育厅中青年教师教育科研项目(JAT200989) （JAT200989）
