镇江高校园区共享区体育馆结构总装及时程分析  

Whole structure analysis and time-procedure analysis of the gymnasium shared area of Zhenjiang University Park

作　　者：吴敏 Wu Min(United Design Group Co.,Ltd,Shanghai 200093,China)

机构地区：[1]上海联创建筑设计有限公司,上海200093

出　　处：《山西建筑》2018年第23期42-43,99,共3页Shanxi Architecture

摘　　要：介绍了镇江高校园区共享区体育馆结构的整体总装分析及弹性时程分析。体育馆看台采用钢筋混凝土框架结构,轻质屋盖采用钢结构。通过对总装分析找出与单独分析的差异,通过弹性时程分析对规范反应谱法进行补充设计,分析过程可供同类工程参考。This paper introduces whole structure analysis and elastic time-procedure analysis of the gymnasium shared area of Zhenjiang University Park. Gynmasium stands adopt reinforced concrete flame structure, lightweight roof adopts steel structure. Through whole structure analysis to find the difference with separate analysis, through elastic time-procedure analysis supplementary design for response spectrum method of the code for seismic design of buildings. The analysis process can be used as reference for similar projects.

关 键 词：体育馆 结构整体总装分析 弹性时程分析 

分 类 号：TU313[建筑科学—结构工程]