Experimental Study on the Seismic Performance of Superimposed RC Shear Walls with Enhanced Horizontal Joints |
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Authors: | Xun Chong Xianguo Ye Qing Jiang Decai Wang |
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Institution: | 1. School of Civil Engineering, Hefei University of Technology, Hefei, P.R. China;2. College of Architecture and Art, Hefei University of Technology, Hefei, P.R. China |
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Abstract: | The seismic performance of superimposed reinforced concrete (RC) shear walls is decreased by rocking behavior and damage concentration at the horizontal joint. An enhanced horizontal joint method is proposed to improve the corresponding seismic performance. To validate the reliability of the proposed method, three full-scale superimposed walls and a cast-in-place shear wall (for comparison) are designed and tested under the quasi-static load. The test results indicate that the rocking phenomenon can be prevented using the proposed method, and the seismic performance of superimposed RC shear walls with enhanced horizontal joints is comparable to that of the cast-in-place RC shear walls. |
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Keywords: | Superimposed RC Shear Wall Enhanced Horizontal Joint Method Cast-In-Place RC Shear Wall Seismic Performance Quasi-Static Experiment |
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