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西安市低洼棚户改造房屋的抗震性能
引用本文:苏东君,王毅红,傅鹏斌,康萍. 西安市低洼棚户改造房屋的抗震性能[J]. 建筑科学与工程学报, 2005, 22(3): 63-66
作者姓名:苏东君  王毅红  傅鹏斌  康萍
作者单位:1. 长安大学,建筑工程学院,陕西,西安,710061
2. 武汉理工大学,土木工程与建筑学院,湖北,武汉,430070
基金项目:西安市科技局软科学研究项目(R200124)
摘    要:阐述了中国抗震设计规范的多次变化和在不同时期建造的砌体房屋在抗震性能上存在的差异.选择西安市20世纪90年代初期低洼棚户改造工程中有代表性的6层砌体结构住宅作为研究对象,用不同抗震规范对该房屋进行抗震计算和分析;指出墙体局部尺寸过小,大洞口两侧没有构造柱加固,墙段水平剪力分布不均与构造柱、圈梁数量及配筋率偏低等抗震薄弱环节,最后提出了解决小墙段抗震承载力不足问题的方法.

关 键 词:抗震设计规范  房屋抗震性能  砌体结构  房屋加固  防震减灾
文章编号:1673-2049(2005)03-0063-04
修稿时间:2005-03-22

Seismic performance of reconstructing low-lying shanty in Xi''''an
SU Dong-jun,WANG Yi-hong,FU Peng-bin,KANG Ping. Seismic performance of reconstructing low-lying shanty in Xi''''an[J]. Journal of Architecture and Civil Engineering, 2005, 22(3): 63-66
Authors:SU Dong-jun  WANG Yi-hong  FU Peng-bin  KANG Ping
Affiliation:SU Dong-jun~1,WANG Yi-hong~1,FU Peng-bin~1,KANG Ping~2
Abstract:Many changes of code for seismic design of buildings were discussed,and the differences of performance for masonry structures in the different periods were pointed out.Meanwhile,authors analyzed the representative six stories masonry structures house that was the research object in low-lying shanty's improvement project in the beginning of 1990s in Xi'an.Authors found that the local size too small,no metabolite reinforced big hole,unsymmetry shearing force of level,the number of metabolite and ring beam and reinforcement too low were the weak links for seismic.Finally,the methods of improving the seismic capacity in small wall were presented.
Keywords:code for seismic design  seismic performance of building  masonry structure  reinforcement for building  earthquake prevention and disaster decrease
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