RESEARCH ARTICLE
Study on Metering Scheme of Seismic Experiment for Shear Wall Built with Precast Hollow Slab
Zhijuan Sun1, Jiliang Liu2, Qinyan Zhao*, 2, Mingjin Chuw
Article Information
Identifiers and Pagination:
Year: 2014Volume: 8
First Page: 155
Last Page: 160
Publisher ID: TOCIEJ-8-155
DOI: 10.2174/1874149501408010155
Article History:
Received Date: 11/2/2014Revision Received Date: 19/2/2014
Acceptance Date: 28/2/2014
Electronic publication date: 04/9/2014
Collection year: 2014
open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Abstract
Shear deformation is the most principal deformation in the lateral deformation of shear wall built with precast hollow slab which is designed to be strong shearing and weak bending. The special mechanical characteristic of the shear wall is the relative deformation of the concrete on both sides of vertical and inner joint respectively. The study introduces the measuring scheme of shear wall deformation and steel strain. The measuring method of shear deformation is designed and the device is used to measure horizontal and vertical relative deformation of the concrete near joints. It has been proved that the experimental measuring scheme can monitor the shear wall deformation and the steel strain successfully. The measuring methods of shear wall deformation and relative deformation are reasonable and feasible.