Seismic Design of Hybrid Coupled Wall Systems: State of the Art
Publication: Journal of Structural Engineering
Volume 136, Issue 7
Abstract
Hybrid coupled walls (HCWs) are comprised of two or more reinforced concrete wall piers connected with steel coupling beams distributed over the height of the structure. Extensive research over the past several decades suggests that such systems are particularly well suited for use in regions of moderate to high seismic risk. This paper reviews the state of the art in seismic modeling, analysis, and design of HCW systems. Design methodologies are presented in both prescriptive and performance-based design formats and a discussion of alterative types of hybrid wall systems is provided.
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Acknowledgments
Funding for this effort was provided by the American Society of Civil Engineers. The writers recognize the additional members of the ASCE Task Group that prepared the original report to the sponsor: Dr. Mohammad Hassan and Dr. Xiangdong Tong. The opinions in this paper are those of the writers and do not necessarily represent the views of the American Society of Civil Engineers.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 136 • Issue 7 • July 2010
Pages: 755 - 769
Copyright
© 2010 ASCE.
History
Received: Oct 19, 2009
Accepted: Jan 7, 2010
Published online: Jan 9, 2010
Published in print: Jul 2010
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