摘要
广州某剧院结构为框架-剪力墙结构,高度82.10 m。存在竖向构件不连续、楼板不连续、尺寸突变等超限情况。根据本项目特点,分析了结构在规范反应谱及实际地震作用下的动力响应及关键部位的塑形发展情况,对结构进行了抗震性能评价,并对部分关键问题进行了分析研究。
A theatre in Guangzhou is a frame-shear wall structure with the height of 82.10 m. The hotel has some out-of-codes properties,such as vertical member discontinuity,discontinuos floors,and the size mutation. The structural dynamic response under the standard response spectrum and the actual seismic action and theplastic development situation of key components were analyzed. Seismic performance evaluation was carried out,and research on some key issues.
作者
何远
He Yuan(Guangzhou Institute of Design Guangzhou 510620, Chin)
出处
《广东土木与建筑》
2018年第4期1-5,共5页
Guangdong Architecture Civil Engineering
关键词
超限
抗震性能化设计
转换结构
加强措施
out-of-codes
performance-basedseismic design
structural transfer
strengthening measure
