Experimental Study on Flexural Behavior of Precast Concrete Shear Walls with Vertical Joint
| Author(s): |
Guangming Qiu
Jiliang Liu Mingjin Chu Gang Wang Muhe Liu |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | The Open Civil Engineering Journal, December 2017, n. 1, v. 11 |
| Page(s): | 955-964 |
| DOI: | 10.2174/1874149501711010955 |
| Abstract: |
Background:To study the flexural behaviors of the concrete shear walls with precast hollow slab, one castin-situreinforced concrete shear wall and two precast two-way hollow slab shear walls (PTHSWs) vertical joint were tested under low cyclic loading. Objective:The study showed that vertical joints of PTHSW are safe and reliable to ensure the effective connection between the assembly units. The ductility coefficient of shear wall is larger than 7, so this kind of shear wall has good ability of deformation especially under earthquake load. Results:The interface can effectively ensure the integral performance of PTHSWs and its effect on the flexural behaviors of PTHSWs could be ignored. |
| Copyright: | © 2017 Guangming Qiu et al. |
| License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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02/08/2019 - Last updated on:
02/06/2021
