摘要
根据现行《建筑抗震设计规范》(GB50011-2001)的有关规定,在符合基本假定的条件下,推导出多层砌体房屋水平地震作用和地震剪力的系数公式和系数值,并用系数计算水平地震作用和楼层地震剪力,供设计参考。
Based on the current Code for Aseismic Design of Buildings(50011-2001),the coefficient 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 by using the simplified force coefficient proposed in this paper.This method can be given as a reference to design.
出处
《工程抗震与加固改造》
2008年第4期125-128,63,共5页
Earthquake Resistant Engineering and Retrofitting
关键词
多层砌体房屋
水平地震作用
楼层地震剪力
系数计算公式
masonry structure
horizontal seismic action
seismic shear at each story
coefficient calculation formula
