摘要
特别不规则结构分析,在满足多遇地震各项结构指标前提下,有必要进行有效的补充分析验证。基此,以某多层框架结构但存在多个不规则项工程为例,通过补充时程分析、楼板中震应力分析和静力弹塑性非线性分析以验证该工程结构安全。
For irregular structures,it is crucial to perform additional analysis and verification according to the structural indexes to withstand earthquakes.For example,a multi-storey frame structure with irregular items requires three types of analysis(the supplementary time-history analysis,moderate earthquakes stress of floor slab analysis,and static elastic-plastic nonlinear analysis)to meet the safety measures.
作者
陈克用
CHEN Keyong(Fujian Zhonghe Development Architectural Design Inistute Co.,Ltd,Fuzhou 350004)
出处
《福建建筑》
2021年第1期41-44,共4页
Fujian Architecture & Construction
关键词
建筑结构
弹塑性
不规则
能力谱
需求谱
时程
Building structure
Elastoplastic
Irregular
Capacity spectrum
Demand spectrum
Time history