底框砌体剪力墙震损房屋抗震加固拟动力子结构试验

陈再现; 王凤来; 杨同盖; 杨刚

doi:10.11835/j.issn.1674-4764.2011.06.002

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底框砌体剪力墙震损房屋抗震加固拟动力子结构试验

更新时间：2023-11-28

- 底框砌体剪力墙震损房屋抗震加固拟动力子结构试验
- Experimental Analysis of Seismic Performance of Strengthening Frame-supported Reinforced Concrete Masonry Short-leg Shear Wall Structure Damaged by Earthquake Using the Sub-structure Pseudo-dynamic Test
- 土木与环境工程学报（中英文） 2011年33卷第6期页码：1-6
- 作者机构：
  
  1. 哈尔滨工业大学土木工程学院,哈尔滨,150090
  2. 哈尔滨工业大学威海土木工程系,威海,264209
- 作者简介：
- 基金信息：
  
  国家自然科学基金重大研究计划项目(90715036);国家自然科学基金面上项目(51078109);哈尔滨工业大学(威海)校科学研究基金(hit(wh)XB200909);哈尔滨工业大学科研创新基金资助(HIT.NSRIF.2011114)
- DOI：10.11835/j.issn.1674-4764.2011.06.002
  中图分类号：
- 纸质出版：2011
- 稿件说明：
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陈再现, 王凤来, 杨同盖, 等. 底框砌体剪力墙震损房屋抗震加固拟动力子结构试验[J]. 土木与环境工程学报（中英文）, 2011,33(6):1-6.

CHEN Zai xian, WANG Feng lai, YANG Tong gai, et al. Experimental Analysis of Seismic Performance of Strengthening Frame-supported Reinforced Concrete Masonry Short-leg Shear Wall Structure Damaged by Earthquake Using the Sub-structure Pseudo-dynamic Test[J]. Journal of Civil and Environmental Engineering, 2011, 33(6): 1-6.
陈再现, 王凤来, 杨同盖, 等. 底框砌体剪力墙震损房屋抗震加固拟动力子结构试验[J]. 土木与环境工程学报（中英文）, 2011,33(6):1-6. DOI： 10.11835/j.issn.1674-4764.2011.06.002.

CHEN Zai xian, WANG Feng lai, YANG Tong gai, et al. Experimental Analysis of Seismic Performance of Strengthening Frame-supported Reinforced Concrete Masonry Short-leg Shear Wall Structure Damaged by Earthquake Using the Sub-structure Pseudo-dynamic Test[J]. Journal of Civil and Environmental Engineering, 2011, 33(6): 1-6. DOI： 10.11835/j.issn.1674-4764.2011.06.002.

摘要

在完成了3层足尺底框配筋砌块短肢砌体剪力墙震损房屋损伤程度的评估、加固的基础上

通过对加固后的3层房屋进行拟动力抗震性能试验

研究了震后受损结构构件所用加固方法的适用性和加固对恢复结构抗震性能的效果

为寻求震损结构加固修复的方法提供理论依据

并为汶川地震受损底框房屋的结构修复提供参考。

Abstract

Based on the damage assessment and strengthening scheme of the full-scale model which is the three-floor frame-supported reinforced concrete masonry short-leg shear wall structure

the strengthened model is tested using the substructure pseudo-dynamic testing method. The applicability of the proposed strengthening technique for the building damaged by earthquake is discussed. Thus

the seismic performance of the strengthened model is proposed to seek the strengthening technique for the structure damaged by earthquake

and it provides important reference for the post-disaster reconstruction after Wenchuan earthquake.

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