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汶川地震受损底部框架砌体房屋的抗震鉴定与加固设计

韩建平 冯兴科 柴巧利 杨军平

土木工程与管理学报2011,Vol.28Issue(3):12-17,6.
土木工程与管理学报2011,Vol.28Issue(3):12-17,6.

汶川地震受损底部框架砌体房屋的抗震鉴定与加固设计

Seismic Appraisal and Retrofitting Design of a Multi-story Sasonry Building Supported by RC Frame Damaged During Wenchuan Earthquake

韩建平 1冯兴科 2柴巧利 1杨军平1

作者信息

  • 1. 兰州理工大学 防震减灾研究所
  • 2. 甘肃省土木工程防灾减灾重点实验室,甘肃兰州730050
  • 折叠

摘要

Abstract

The multi-story masonry buildings supported by RC frames suffered serious damage during the Wen-chuan Earthquake of May 12, 2008. And some of them collapsed. Based on the practice of seismic retrofitting for a 6-story damaged building, the notable issues for seismic appraisal are discussed. And from the view of improving collapse resistance, some strengthening methods are proposed. In addition, in order to use the current commercial structural analysis software, the simple calculation for seismic strengthening is put forward.

关键词

底部框架砌体房屋/抗震鉴定/抗震加固/抗倒塌能力

Key words

masonry building supported by RC frame/ seismic appraisal/ seismic strengthening/ collapse resistance

分类

建筑与水利

引用本文复制引用

韩建平,冯兴科,柴巧利,杨军平..汶川地震受损底部框架砌体房屋的抗震鉴定与加固设计[J].土木工程与管理学报,2011,28(3):12-17,6.

基金项目

甘肃省高校基本科研业务费资助(0904ZTB152) (0904ZTB152)

土木工程与管理学报

OACHSSCDCSTPCD

2095-0985

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