摘要
对某超限高层住宅结构在结构体系、基础设计,抗震性能设计等方面进行论述,并进行了弹性与弹塑性分析。计算结果显示,各项指标满足规范相关要求,结构安全可行,并提出了若干抗震加强措施。
A ultralimit high-rise residential building is discussed by its structural system,foundation design and performance-based seismic design. The structure is analyzed with elastic and elastic-plastic analysis. The calculation results show that the indicators are performing well and can meet code requirement,the structure is feasible and safe,and several seismic strengthening measures are proposed.
作者
骆志成
覃浩
Luo Zhicheng;Qin Hao(Guangzhou Metro Design & Research Institute Co.,Ltd. Guangzhou 510010,China;Guangzhou Design Institute Guangzhou 510620,China)
出处
《广东土木与建筑》
2019年第4期41-44,共4页
Guangdong Architecture Civil Engineering
关键词
超限高层
结构体系
性能设计
加强措施
high-rise building beyong code limits
structural system
performance-based design
strengthening measures
