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Tests on Seismic Behavior of Steel-Concrete Composite Fabricated Shear Wall Specimens
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.
Tests on Seismic Behavior of Steel-Concrete Composite Fabricated Shear Wall Specimens
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.
Tests on Seismic Behavior of Steel-Concrete Composite Fabricated Shear Wall Specimens
Advanced Materials Research ; 368-373 ; 189-192
2011-10-24
4 pages
Article (Journal)
Electronic Resource
English
Tests on Seismic Behavior of Steel-Concrete Composite Fabricated Shear Wall Specimens
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