RESEARCH ARTICLE
Reinforcement Technology for Foundation Beams of Shear Wall Specimens and Example Analysis
Jiliang Liu1, Huibin Xu1, Ruiwei Li1, Qingchi Zhang1, Mingjin Chu2, *
Article Information
Identifiers and Pagination:
Year: 2017Volume: 11
Issue: Suppl-3, M6
First Page: 861
Last Page: 866
Publisher ID: TOCIEJ-11-861
DOI: 10.2174/1874149501711010861
Article History:
Received Date: 20/12/2016Revision Received Date: 15/2/2017
Acceptance Date: 25/3/2017
Electronic publication date: 17/11/2017
Collection year: 2017
open-access license: This is an open access article licensed under the terms of the Creative Commons Attribution-Non-Commercial 4.0 International Public License (CC BY-NC 4.0) (https://creativecommons.org/licenses/by-nc/4.0/legalcode), which permits unrestricted, non-commercial use, distribution and reproduction in any medium, provided the work is properly cited.
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.