摘要
采用广厦结构CAD"GSSAP"软件,对某体育馆结构进行设计与核算.抗震设防烈度为7级,经验算满足结构要求;结构分析主要分为水平力效应验算、地震作用验算与平面无限刚度下的结构位移验算.分别计算0°,90°,180°,270°方向地震的倾覆力矩,可知各层总倾覆力矩与柱倾覆力矩比例均为100%,满足结构稳定性要求.
The structure of a gymnasium was designed and checked using ＂ GSSAP＂, which is software developed by the GuangSha Group. The structure was checked to meet the demands of 7 degree a CAD seismic intensity. The structure analyzing mainly consists of the checking of the horizontal force, the earthquake effect and displacement of structure with infinite plane stiffness. The overturning moment of earthquake was calculated along the azimuth as 0,90,180 and 270 degree and it turned out that the proportion of gross overturning moment and column overturning moment were both a hundred percent and met the commands of structural stability.
出处
《湖南科技大学学报（自然科学版）》
CAS
北大核心
2017年第1期42-49,共8页
Journal of Hunan University of Science And Technology：Natural Science Edition
基金
国家自然科学基金资助项目(51278499
51478484)
关键词
体育馆结构设计
设计依据
主要荷载取值
混凝土结构设计
结构分析
structure design of gymnasium
design basis
primary load value
design of concrete structures
structural analysis
