Behavior of steel concentrically braced frames with friction disipation devices

被引：0
|
作者：
Voiculescu, D [1 ]
Dalban, C [1 ]
机构：
[1] Tech Univ Civil Engn, Bucharest, Romania
来源：
STABILITY AND DUCTILITY OF STEEL STRUCTURES | 1999年
关键词：
seismic design; friction dissipation; steel structures; dual systems;
D O I：
10.1016/B978-008043016-4/50053-2
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The paper is aiming to present the seismic response of steel concentrically braced frames with friction dissipation devices face-to-face to the seismic response of traditional structural systems: moment resisting frames (MRF) and concentrically inverted V braced frames (CBF). The presentation includes the results for different types of 10 story steel structures, dual system (MRF + CBF) included as well.
引用
收藏
页码：447 / 455
页数：9
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