Seismic design and constructability of RCS special moment frames

被引:24
作者
Bracci, JM [1 ]
Moore, WP [1 ]
Bugeja, MN [1 ]
机构
[1] Texas A&M Univ, Dept Civil Engn, College Stn, TX 77843 USA
关键词
D O I
10.1061/(ASCE)0733-9445(1999)125:4(385)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents an evaluation in terms of constructability, cost, and seismic performance of an alternative structural system for high seismic risk zones made of composite reinforced concrete-steel (RCS) special moment-resisting frames. Interior beam-column joints and the effects of a reinforced concrete slab on composite metal decking are investigated. The major issues discussed are related to seismic design philosophy and constructability of a three-dimensional RCS special moment frame system for low-rise and mid-rise construction. The key conclusion from this work is that the proposed RCS frame system has advantages over steel frame systems in high seismic risk zones in terms of having a cost-effective construction process and possessing certain stable hysteretic performance during inelastic excursions.
引用
收藏
页码:385 / 392
页数:8
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