摘要
本文以某带中庭梁式转换的高层剪力墙结构为例,进行多遇地震下弹性分析和罕遇地震下的弹塑性分析,并对转换层的楼板应力进行分析,检验其抗震性能。结果表明,该结构承载力较大,延性较好,各构件能达到预期的抗震性能目标要求。
Take a high-rise shear wall building with transfer story structure above the hollow as an example, testing the seismic performance through the elastic analysis under the frequent earthquake , the elastic-plastic analysis under the rare earthquake and the stress analysis of transfer story＇s floor. The results show that the overall structure has good bearing and deformation capacity , each component achieves the desired performance goals.
出处
《安徽建筑大学学报》
2015年第2期1-6,共6页
Journal of Anhui Jianzhu University
关键词
中庭转换
框支剪力墙
弹塑性分析
抗震性能
transfer story structure above the hollow
frame-supported shear wall
elastic-plastic analysis
seismic performance
