Seismic design of steel MRFs with elastomeric dampers

被引：0
|
作者：
Lee, K. -S. [1 ]
Sause, R. [1 ]
Ricles, J. M. [1 ]
机构：
[1] Integrated Design Serv, Irvine, CA USA
来源：
STESSA 2006 | 2006年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A performance based design method for the effective use of elastomeric dampers in the seismic retrofit of existing steel special moment resisting frames (SMRFs) and the design of new steel SMRFs is presented. A simplified design procedure (SDP) is used to determine the sizes of the dampers and braces. Nonlinear dynamic time history analyses show that SMRFs with dampers and braces designed using the SDP achieve the specified seismic performance objectives, and that elastomeric dampers are more effective when used in a more flexible SMRF.
引用
收藏
页码：737 / 743
页数：7
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