摘要
通过两类计算模型、两种地震设防烈度、三种场地土类别、三种结构体系多种组合的计算与分析，提出了大开间异形柱住宅结构在天津市的适用高度、层次及最大开间尺寸建议。
Based on systematical analysis and calculation with considering two types of calculation model, two kinds of earthquake intensity, three types of site soil condition, three kinds of structure system, the author puts forward the proper height, the number of storeyes and maximum bay sizes of large bay R. C. lightweight framed structure of residential building with special-shaped columns.
出处
《建筑结构》
CSCD
北大核心
1999年第1期49-51,共3页
Building Structure
关键词
异形柱
框轻结构
适用高度
钢筋混凝土结构
large bay
lightweight framed structure
special-shaped column
height
application ranges
