绵阳地区建筑结构在汶川地震中的震害特征与机理分析
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摘要
通过对绵阳地区建筑结构在汶川地震后的震害调研,地震现场考察,收集了大量建筑结构震害资料,主要针对砖混结构、底框砖混结构、钢筋混凝土框架结构三类结构的震害特征进行统计,分析建筑结构震害机理,为建筑工程抗震防震设计与施工提供参考。
Based on various damage of construction in Mianyang after the Wenchuan earthquake and earthquake-site visits,a lot of reference datum were collected,the destructive characteristic about brick-concrete structures,multistory masonry buildings with bottom story frame and frame structures were concluded and the damage mechanism about the three kinds of structures were analyzed.An extremely abnormal phenomenon in the earthquake was also analysed,which offers great reference value for the seismic design and quakeproof work.
引文
[1]王汝恒,贾彬,张誉,雷劲松.绵阳城区各类建筑结构在汉川地震中的震害特征[J].工程抗震与加固改造,2008,30(4):25~28WANG Ru-heng,JIA Bin,ZHANG Yu,LEI Jin-song.Destructive Characteristic of Various Sturctures in Mianyang ofthe Wen-chuan Ms 8.0 Earthquake[J].Earthquake Resistant Engineering and Retrofitting,2008,30(4):25~28.(in Chinese)
    [2]清华大学土木结构组,西南交通大学土木结构组,北京交通大学土木结构组.汶川地震建筑震害分析[J].建筑结构学报,2008,29(4):1~9.Civil and Structural Groups of Tsinghua University,Xinan Jiaotong University and Beijing Jiaotong University.Analysis onBuilding Seismic Damage in Wenchuan Earthquake[J].Journal of Building Structures,2008,29(4):1~9.(in Chinese)
    [3]中华人民共和国建设部.(1990)建抗字第377号,建筑地震破坏等级划分标准[Z].Ministry of Housing and Urban-rural Development of the People's Republic of China.Gradation Criterion of Earthquake Damageto Buildings(Anti-built No.377)[Z].(in Chinese)
    [4]GBJ11-89,建筑抗震设计规范[S].GBJ11-89,Code for Seismic Design of Buildings[S].(in Chinese)

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