Tests on Seismic Behavior of Steel-Concrete Composite Fabricated Shear Wall Specimens

Abstract:

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Quasi-static tests of three specimens of steel-concrete composite fabricated shear wall were performed to investigate its seismic behavior. The test results indicate that horizontal cracks run through the interface between the wall and the base beam, diagonal cracks appear on the whole prefabricated concrete shear wall. The specimens fail in the mode of bending-shear, the hysteretic curves according to the test were full, it means that they have better seismic bearing capacity.

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Edited by:

Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren

Pages:

189-192

DOI:

10.4028/www.scientific.net/AMR.368-373.189

Citation:

L. H. Cai et al., "Tests on Seismic Behavior of Steel-Concrete Composite Fabricated Shear Wall Specimens", Advanced Materials Research, Vols. 368-373, pp. 189-192, 2012

Online since:

October 2011

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Price:

$35.00

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