摘要
文章介绍了某中学艺术综合楼结构设计;针对主体结构存在的楼板开大洞、斜楼板应力集中、单跨框架及半框架较多、大跨单榀钢结构坡屋面等超限不规则问题进行分析。通过大震下结构PUSHOVER推覆分析,保证了结构的整体抗震性能,并对结构后期破坏机制有一定了解,对结构整体薄弱位置进行加强,确保结构具有良好的抗震性能。
This paper introduces the structural design of an art complex building in a middle school and analyzes the problems of the main structure,such as large openings in the floor,stress concentration in the inclined floor,more single span frames and half frames,large span single steel structure pitched roof and so on.Through PUSHOVER analysis of the structure under large earthquake,the overall seismic performance of the structure is ensured,and the later failure mechanism of the structure is studied,and the overall weak position of the structure is strengthened to ensure that the structure has good seismic performance.
作者
吴永辉
WU Yong-hui(ZYF Construction Group Co.,Ltd,Suzhou Jiangsu 215131 China)
出处
《江苏建筑》
2021年第S02期1-3,共3页
Jiangsu Construction
关键词
开间尺寸大
斜楼面
大跨单榀钢结构坡屋面
抗震性能
large bay size
inclined floor
large span single steel structure pitched roof
seismic performance