Simplified non-linear dynamic response analysis on moment-resisting frames

被引：0
|
作者：
Ohi, K [1 ]
Ito, T [1 ]
机构：
[1] Univ Tokyo, Inst Ind Sci, Tokyo, Japan
来源：
STESSA 2003: BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS | 2003年
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D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
To simplify the non-linear dynamic design procedure on a moment-resisting steel frame to seismic actions, a new design-friendly reduced analysis method is proposed, and its validity is checked by comparison with a detailed computer analysis on a 6-story 2-bay frame model as well as a pseudo-dynamic test on a steel frame specimen.
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页码：533 / 540
页数：8
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