摘要
梅州某不规则图文综合楼采用RC框架结构体系。结构存在扭转不规则、凹凸不规则、楼板不连续、尺寸突变、局部不规则等多项不规则项。对结构进行小震弹性分析、弹性时程分析、中震楼板应力分析、大震动力弹塑性时程分析。分析结果证明结构在地震作用下满足预期性能目标要求。
An irregular library and gallery complex in Meizhou adopts RC frame structure system,which is torsion irregularity,concave-convex irregularity,floor discontinuty,sudden size change and local irregularity.Elastic calculation,elastic time history analysis,slab stress analysis and elastoplastic analysis show that the structure meets the requirement of seismic performance.
出处
《建筑技术开发》
2023年第11期134-136,共3页
Building Technology Development
关键词
图文综合楼
不规则
抗震性能分析
library and gallery complex
irregular
seismic analysis
