Overview of US-Japan research on the seismic design of composite reinforced concrete and steel moment frame structures

被引:57
作者
Deierlein, GG
Noguchi, H
机构
[1] Stanford Univ, John A Blume Earthquake Engn Ctr, Stanford, CA 94305 USA
[2] Chiba Univ, Dept Architecture, Chiba 2630022, Japan
关键词
composite structures; framed structures; steel construction; concrete construction; seismic design; research;
D O I
10.1061/(ASCE)0733-9445(2004)130:2(361)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Extensive research over the past 15 years has led. to improved models and criteria for seismic design of composite steel-concrete moment frames and their components. Much of this research has been conducted through the U.S,.-Japan Cooperative Research Program on Composite and Hybrid Structures. Research on reinforced concrete and steel moment frame structures includes (a) tests and analyses of over 50 composite beam-column connections, (b) tests and analyses of two composite. frames, and (c) performance-based seismic design and simulation studies of prototype composite frame buildings. These projects, together with prior research, demonstrate that composite frames can be designed with seismic deformation capacity and toughness comparable to traditional steel or reinforced concrete construction.
引用
收藏
页码:361 / 367
页数:7
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