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底部剪力法计算结构水平地震作用分析
引用本文:谢志秦.底部剪力法计算结构水平地震作用分析[J].山西建筑,2012,38(21):36-37.
作者姓名:谢志秦
作者单位:西安职业技术学院建筑工程系,陕西西安,710077
摘    要:针对结构水平地震作用进行了理论分析,提出了底部剪力法这一计算方法,并指出《抗震规范》规定,当采用底部剪力法计算抗震作用时,结构的地震作用效应宜乘以增大系数。

关 键 词:水平地震作用  反应谱法  底部剪力法

On analysis of calculation of structural horizontal earthquake effect with base shear method
XIE Zhi-qin.On analysis of calculation of structural horizontal earthquake effect with base shear method[J].Shanxi Architecture,2012,38(21):36-37.
Authors:XIE Zhi-qin
Affiliation:XIE Zhi-qin(Architectural Department,Xi’an Vocational Technical College,Xi’an 710077,China)
Abstract:The study has the theoretic analysis of the structural horizontal earthquake,points out the calculation method of the base shear method,and points out the provisions of the Seismic Regulation,that is,the increased coefficient should be multiplied with the structural seismic effect by adopting the base shear method to calculate the seismic effect.
Keywords:horizontal seismic role  response spectrum method  base shear method
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