Reinforcement Technology for Foundation Beams of Shear Wall Specimens and Example Analysis
Author(s): |
Jiliang Liu
Huibin Xu Ruiwei Li Qingchi Zhang Mingjin Chu |
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Medium: | journal article |
Language(s): | English |
Published in: | The Open Civil Engineering Journal, December 2017, n. 1, v. 11 |
Page(s): | 861-866 |
DOI: | 10.2174/1874149501711010861 |
Abstract: |
Background:The accuracy of test result could be affected by the cracking of foundation beam in the pseudo-static test of shear walls. Objective:In the paper, the reinforcement method combing external pre-stress method and adding steel bars method was used to reinforce the foundation beam. Conclusion:The study proved that the reinforcement method could reduce the strain of longitudinal steel and slow down the cracking of foundation beam. So that,the method can gain expected goal and offer some help for similar situations. |
Copyright: | © 2017 Jiliang Liu 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:
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