摘要
针对一栋高度为139m的超高层建筑结构设计,详细介绍了其结构超限抗震设计情况,相关技术措施以及相应的计算分析结果,以供类似超限高层抗震设计提供参考。
The thesis aims to giving the reference for the seismic design of super high-rise building through introuducing the overloaded seismic design for a height of 139m super-high-rise building,which is based on the relevant technical measurement and the corresponding calculation results of the analysis.
出处
《广东土木与建筑》
2010年第1期6-8,共3页
Guangdong Architecture Civil Engineering
关键词
超高层
抗震性能
静力弹塑性
super high-rise building
aseismic performance
static elastic-plastic
