TECHNICAL NOTES
Jan 16, 2004

Overview of U.S.–Japan Research on the Seismic Design of Composite Reinforced Concrete and Steel Moment Frame Structures

Publication: Journal of Structural Engineering
Volume 130, Issue 2

Abstract

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.

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References

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 130Issue 2February 2004
Pages: 361 - 367

History

Received: Sep 24, 2002
Accepted: Aug 25, 2003
Published online: Jan 16, 2004
Published in print: Feb 2004

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Authors

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Gregory G. Deierlein, F.ASCE
Professor and Director, John A. Blume Earthquake Engineering Center, Terman Engineering Building, Stanford Univ., Stanford, CA 94305-4020.
Hiroshi Noguchi, M.ASCE
Professor, Dept. of Architecture, Chiba Univ., Yayoi, Inage, Chiba 263-0022, Japan.

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