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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Study on Seismic Performance of Connection of...

Study on Seismic Performance of Connection of Hybrid Coupled Wall System

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Abstract:

Based on the state-of-the-art of the research on connection of steel coupling beam to shear wall, The steel coupling beam has satisfactory seismic performance which is better than reinforced concrete coupling beams and composite coupling beams. In this paper, the existing research results were summarized and some views were put forward. It was useful to develop a seismic design method for hybrid coupled walls in China.

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Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

737-741

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.737

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Online since:

December 2012

Authors:

An Liang Song, Ming Zhou Su, Xu Dong Li, Yun Shi, Zhen Shan Wang

Keywords:

Embedment Length, Hybrid Coupled Wall, Joint, Steel Coupling Beam

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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