摘要
对佛山兆阳大厦的抗震性能设计进行了详细描述,分析表明:结构抗震性能满足性能目标要求。对高区大悬挑结构进行了施工改进的优化设计,改进后结构方案缩短了施工时间,且施工难度大大降低。
The details of seismic performance design about to the project has been described. The analysis showed that the seismic performance of this structure can satisfy the requirements of the performance objectives. An improved design has been carried out to the large cantilever structure in upper floors, which can save the construction time and reduce the construction difficulty.
作者
杨涛
许谦
商群涛
Yang Tao;Xu Qian;Shang Qun Tao(A+E Design Co., Ltd., Shenzhen 518031, China)
出处
《山西建筑》
2019年第7期71-73,共3页
Shanxi Architecture
关键词
弹塑性分析
抗震性能
大悬挑
elastic-plastic analysis
seismic performance
large cantilever structure