RESEARCH ARTICLE
The Complex Monolithic Movement for the Brick-wooden Building in Deformation Analysis and Reinforcement
Shan Ren-liang1, Zhang Xiao-nan1, *, Lu Man2, 3, Zhao Hong-yu2
Article Information
Identifiers and Pagination:
Year: 2016Volume: 10
First Page: 884
Last Page: 890
Publisher ID: TOCIEJ-10-884
DOI: 10.2174/1874149501610010884
Article History:
Received Date: 12/12/2015Revision Received Date: 18/09/2016
Acceptance Date: 23/09/2016
Electronic publication date: 30/12/2016
Collection year: 2016
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
This paper first analyzes the reasons of complex monolithic movement of a brick-wooden building in Henan province in China. The building foundation integral underpinning technique and curved-track moving technique which combine the track sharing-monolithic movement method and efficient long distance movement method were put forward. These methods use the anchor static pile, in order to guarantee the safety of the building for complex monolithic movement. The analysis of the internal force and deformation of underpinning structure was calculated by finite element software SAP2000. A practice case showed that the internal force of the underpinning structure is less than the bearing capacity, which proved the efficiency of the proposed method.