Seismic Research and Development of Steel Plate Concrete Composite Shear Wall

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Abstract:

Shear wall is the main component that resists the lateral force for high-rise buildings. With the rapid development of high-rise buildings, especially the super high-rise buildings, requirements for seismic performance of shear walls have become more sophisticated. The steel plate concrete composite shear wall shows good seismic performance. It has made rapid development through the research of seismic performance in the way of seismic design to the practical engineering application of steel plate concrete composite shear wall. Recent research situation and prospect of composite shear wall around the world have been introduced in this paper.

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640-642

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November 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] G. Li, X. Zhang and Z. Shen, Experimental study on hysteretic behavior of concrete-incased steel plate shear walls, Industrial Construction, 25 (1995) 32-35.

Google Scholar

[2] A. Astanehasl, Q. Zhao, Seismic studies of an innovative and traditional composite shearwalls, Composite and Hybrid Structures. LosAngeles, California: Association for International Cooperation and Research in Steel 2 Concrete Composite Structures, 2000, pp.1009-1024.

Google Scholar

[3] Q. Zhao, A. Astanehasl, Cyclic behavior of traditional and innovative composite shearwalls, Journal of Structural Engineering, 130 (2004) 271-284.

Google Scholar

[4] H. D. Wright, The behavior of composite walling under construction and service loading, Construct Steel Research, 35 (1995) 257-273.

DOI: 10.1016/0143-974x(94)00051-i

Google Scholar

[5] K. M. A. Hossain, H. D. Wright, Experimental and theoretical behavior of composite walling under in plane shear, Journal of Constructional Steel Research, 60 (2004) 59-83.

DOI: 10.1016/j.jcsr.2003.08.004

Google Scholar

[6] K. M. A. Hossain, Design aspects of double skin p rofiled composite framed shear walls in construction and service stages, ACI Structural Journal, 101 (2004) 94-102.

DOI: 10.14359/13002

Google Scholar

[7] K. M. A. Hossain, H. D. Wright, Performance of double skin profiled composite shear walls experiments and design equations, Canadian Journal of Civil Engineering, 31 (2004) 204-217.

DOI: 10.1139/l03-087

Google Scholar

[8] R. A. Link, A. E. Elwi, Composite concrete steel plate walls: analysis and behavior, Journal of Structural Engineering, 121 (1995) 60-71.

DOI: 10.1061/(asce)0733-9445(1995)121:2(260)

Google Scholar

[9] K. Emori, Compressive and shear strength of concrete filled steel box wall, Steel Structures, 26 (2002) 29-40.

Google Scholar

[10] W. Cao, W. Zhang, J. Zhang, Seismic research and application on embedded steel plate concrete shear wall with concrete filled steel tube columns, Journal of Civil Engineering and Management, 28 (2011) 219-225.

DOI: 10.4028/www.scientific.net/amr.243-249.1450

Google Scholar