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

Liu He Cai; Wen Feng Li; Guo Wei Zhang; Qi Song Miao; Hui Wu

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

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Tests on Seismic Behavior of Steel-Concrete...

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

Abstract:

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.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

189-192

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.189

Citation:

Cite this paper

Online since:

October 2011

Authors:

Liu He Cai, Wen Feng Li, Guo Wei Zhang, Qi Song Miao, Hui Wu

Keywords:

Bending-Shear, Prefabricated Concrete Shear Wall, Quasi-Static Test, Seismic Behavior

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References

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