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