Experimental Study on the Seismic Behavior of HSW Model with High Shear-Span Ratio

Gang Wang; Qiong Mei Wang; Shu Fang Xu

doi:10.4028/www.scientific.net/AMR.368-373.344

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Experimental Study on the Seismic Behavior of HSW...

Experimental Study on the Seismic Behavior of HSW Model with High Shear-Span Ratio

Abstract:

Based on the flexural-shear and press-flexural-shear test of four scale HSW model building with High Shear-Span Ratio, The seismic behavior of the slit and integral HSW are discussed, then the failure characteristics and capacity of HSW under Vertical load and seams are analyzed. The result of experimental study proves that the ductility and the property of energy dissipation of HSW are well; Vertical load could increase the capacity and deformation, decrease the energy dissipation of HSW. And the seams of wall could improve the ductility and the property of energy dissipation of HSW , lower the capacity.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

344-348

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.344

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Online since:

October 2011

Authors:

Gang Wang, Qiong Mei Wang, Shu Fang Xu

Keywords:

Ductility, Energy Dissipation, Hollow R.C Shear Wall (HSW), Seismic Behavior

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DOI: 10.1061/41096(366)285

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