Comparison of Base Shear Force Method in the Seismic Design Codes of China, America and Europe

被引：0
|
作者：
Jiang Zhinan [1 ]
Zhao Zhonghai [2 ]
机构：
[1] East Univ Heilongjiang, Dept Architectural Engn, Harbin 150086, Peoples R China
[2] Heilongjiang Adm Surveying, Mapping & Geoinformat, Harbin 150081, Peoples R China
来源：
PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷
关键词：
Seismic design code; Design response spectrum; Base shear force; Comparison;
D O I：
10.4028/www.scientific.net/AMM.166-169.2345
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Seismic design response spectrum and earthquake action in Chinese new seismic code (GB50011-2010), ASCE/SEI7-05 and Eurcode8 were gathered in this paper. Using base shear force method of each code, the authors computed the horizontal seismic forces of a three-story reinforced concrete frame building under the same conditions. The results show that the three static methods roughly approach, while the different parameters lead to discrepancies in calculated values.
引用
收藏
页码：2345 / +
页数：2
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