摘要
对位于汶川8.0级地震烈度Ⅸ度区的青川县乡镇砖混结构民房破坏现象进行了调查和整理,分析了灾区砖混结构民房震害原因。参照现行《建筑抗震设计规范》(GB 50011—2010)、《建筑抗震鉴定标准》(GB 50023—2009)中对砖混结构房屋一般要求条款,探讨了居民自建砖混结构民房采用一般抗震措施的安全限度。
This paper collected damage phenomenon and analyzed damage causes of masonry structure civil houses in Qingchuan couty which located in Ⅸ degree area of seismic intensity zone afterWenchuan earthquake with Ms8.0. According to general requirement of masonry structure houses in China Seismic Design Code of Buildings GB 50011--2010 and Standard for seismic appraiser of Buildings GB 50023--2009, the authors also discussed safe limit of general aseismic measures for masonry structure civil houses.
出处
《内陆地震》
2013年第3期205-211,共7页
Inland Earthquake
基金
地震应急青年重点任务"新疆抗震安居房震害矩阵初步研究(CEA_EDEM-201207)"
地震科技星火计划项目青年项目"新疆抗震安居房震害矩阵研究(XH13026Y)"联合资助
关键词
汶川8
0级地震
青川县
砖混结构民房
震害特征
Wenchuan earthquake with Ms8. 0
Qingchuan couty
Masonry structure civil houses
Seismic damage characteristic
