Numerical Analysis Research of Jacking Method with the Rectification on Steel-Concrete Buildings
Auteur(s): |
Renliang Shan
Xiaonan Zhang Man Lu Hongyu Zhao Xuguang Li |
---|---|
Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | The Open Civil Engineering Journal, décembre 2016, n. 1, v. 10 |
Page(s): | 223-235 |
DOI: | 10.2174/1874149501610010223 |
Abstrait: |
This paper first analyzes the tilting reasons of a steel-concrete building in Zhangjiakou city in China. Then, a jacking rectification method which combines the pie-cutting method and the excavation of stress release trench was put forward. This analysis method uses the three-dimensional numerical simulation for soil settlement and vertical displacement and internal force of upper structure in order to assure the safety of the building in the process of rectifying. The analysis case showed that the inclination rate of the building was stable in the process of cutting pie, which proved the efficiency of the proposed method. |
Copyright: | © 2016 Renliang Shan et al. |
License: | Cette oeuvre a été publiée sous la license Creative Commons Attribution 4.0 (CC-BY 4.0). Il est autorisé de partager et adapter l'oeuvre tant que l'auteur est crédité et la license est indiquée (avec le lien ci-dessus). Vous devez aussi indiquer si des changements on été fait vis-à-vis de l'original. |
3.57 MB
- Informations
sur cette fiche - Reference-ID
10175394 - Publié(e) le:
30.12.2018 - Modifié(e) le:
02.06.2021