砌体墙转动变形现象及其对抗震性能的影响研究综述

郭猛; 李薇薇; 贾英杰; 范旺生

doi:10.11835/j.issn.2096-6717.2021.130

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砌体墙转动变形现象及其对抗震性能的影响研究综述

土木工程 | 更新时间：2023-03-07

- 砌体墙转动变形现象及其对抗震性能的影响研究综述
- Rotational deformation of masonry walls and its influence on seismic performance
- 土木与环境工程学报 2023年45卷第2期页码：100-110
- 作者机构：
  
  1.中国建筑科学研究院有限公司，北京 100013
  2.北京交通大学土木建筑工程学院，北京100044
- 作者简介：
  
  郭猛（1982- ），男，博士，研究员，主要从事建筑结构抗震设计理论研究，E-mail：guomeng673@163.com。
- 基金信息：
  
  国家自然科学基金(51778594)
- DOI：10.11835/j.issn.2096-6717.2021.130
  中图分类号： TU362
- 收稿：2021-02-24，
  
  纸质出版：2023-04-25
- 稿件说明：
移动端阅览
郭猛, 李薇薇, 贾英杰, 等. 砌体墙转动变形现象及其对抗震性能的影响研究综述[J]. 土木与环境工程学报, 2023,45(2):100-110.

GUO Meng, LI Weiwei, JIA Yingjie, et al. Rotational deformation of masonry walls and its influence on seismic performance[J]. Journal of Civil and Environmental Engineering, 2023, 45(2): 100-110.
郭猛, 李薇薇, 贾英杰, 等. 砌体墙转动变形现象及其对抗震性能的影响研究综述[J]. 土木与环境工程学报, 2023,45(2):100-110. DOI： 10.11835/j.issn.2096-6717.2021.130.

GUO Meng, LI Weiwei, JIA Yingjie, et al. Rotational deformation of masonry walls and its influence on seismic performance[J]. Journal of Civil and Environmental Engineering, 2023, 45(2): 100-110. DOI： 10.11835/j.issn.2096-6717.2021.130.

摘要

为了解砌体墙破坏过程中的转动现象及转动变形对砌体墙抗震性能的影响，对普通砌体墙、设置构造柱砌体墙、加固砌体墙等在试验过程中的转动现象进行提炼，综述不同试件设计、受力条件、加固方式等因素下转动变形对砌体墙破坏模式的影响，探讨转动变形对砌体墙抗震性能的影响规律。结果表明：在砌体墙受力过程中，转动现象普遍存在，甚至出现转动变形控制的破坏现象；转动变形降低了砌体墙承载力及等效抗侧刚度，发生转动破坏时砌体墙变形能力有所提高。目前，有关砌体墙抗震试验方面的文献资料普遍缺乏关于转动现象的描述，但这并不代表没有出现转动变形，建议后续相关研究中对砌体墙转动变形现象及其对抗震性能的影响予以重视。

Abstract

In order to understand the rotation phenomenon in the failure process of masonry wall and the influence of rotation deformation on the seismic performance of masonry wall

rotation of ordinary masonry wall

masonry wall with constructional column and reinforced masonry wall are extracted

and the rotation deformation under different specimen designs

stress conditions

reinforcement methods and other factors are summarized The influence of rotational deformation on the seismic performance of masonry wall is discussed. The results show that: rotation is common in the stress process of masonry wall

and even appears the failure phenomenon of rotation deformation control; rotation deformation reduces the bearing capacity and equivalent lateral stiffness of masonry wall

and the wall deformation capacity is improved when rotation failure occurs. At present

the literature of masonry wall seismic test generally lacks description of rotation phenomenon

but it is not without rotation deformation. In the subsequent research work

it is suggested to pay attention to the rotation deformation phenomenon of masonry wall and its impact on seismic performance.

关键词

Keywords

references

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