摘要
根据现行GB50011—2001《建筑抗震设计规范》的有关规定,在符合基本假定的条件下,推导出多层内框架房屋各楼层水平地震作用和地震剪力的系数公式,并用系数简化计算水平地震作用和地震剪力,可供设计参考。
Base on current Code for Aseismie Design of Buildings （50011-2001 ）, the coefficients formula of horizontal seismic action and seismic shear force of each floor in multi-story interior frame structure are derived in accord with basic assumption, and horizontal seismic action and seismic shear force are calculated using the simplified force coefficients proposed in this paper. This method can be given as a reference to design.
出处
《四川建筑科学研究》
北大核心
2009年第6期213-216,共4页
Sichuan Building Science
关键词
内框架房屋
水平地震作用
地震剪力
系数公式
interior frame structure
horizontal seismic action
seismic shear
coefficient formula
