摘要
以深圳某超高层建筑为例,在分析其结构特点的基础上,基于抗震设计方法,设定抗震性能目标为C级,并对其进行整体结构弹性计算、弹性时程分析、抗震性能验算以及罕遇地震作用下的动力弹塑性分析,根据计算结果,采取相应措施确保结构安全可靠,可为类似工程设计提供参考。
This paper takes a super high -rise building in Shenzhen as an example. Based on the analysis of its structural characteristics and the seismic resistance design method, the seismic performance target is set to C grade. The overall structural elastic calculation, elastic time history analysis, seismic resistance verification of the super high-rise building are carried out. At the same time, dynamic elastic-plastic analysis under rare earthquakes is performed, according to the calculation results, corresponding measures are taken to ensure the structure safety and reliable.
作者
陈冠新
陆兢
赖洪涛
CHEN Guan-xin;LU Jing;LAI Hong-tao(Architectural Design and Research Institute of South China University of Technology Co.,Ltd.,Guangzhou 510641)
出处
《广州建筑》
2019年第1期3-6,共4页
GUANGZHOU ARCHITECTURE
关键词
超高层建筑
框架-剪力墙结构
抗震性能设计
super high-rise building
frame-shear wall structure
seismic performance design
