节点文献

汶川地震大型厂房框排架结构震害特征分析

Damage characteristics of frame-bent structure of large-scale factory building in Wenchuan M_s 8.0 earthquake

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 宋远齐汪小刚温彦锋梁远忠

【Author】 SONG Yuan-qi1,WANG Xiao-gang1,WEN Yan-feng1,LIANG Yuan-zhong2(1.China Institute of Water Resources and Hydropower Research,Beijing 100044,China;2.Guangxi Electric Power Industry Investigation Design and Research Institute,Nanning 530023,China)

【机构】 中国水利水电科学研究院广西电力工业勘察设计研究院

【摘要】 钢筋混凝土框排架结构是我国火电厂主厂房常用的结构型式,结构质量、刚度分布不均匀,其整体抗震性能较差。5.12汶川8.0级地震中,某电厂主厂房遭受较大损害,电厂短期内无法正常发电。针对该主厂房钢筋混凝土框排架结构的震害特征,对震害原因进行了初步分析,由此提出了有关加强主厂房抗震措施的建议,以期提高此类特殊工业厂房的抗震防灾水平,为相关规范的修订提供参考。

【Abstract】 Reinforced concrete frame-bent structure is used widely for main building of thermal power plant;the distribution of structural quality and rigidity is non-uniform,and the earthquake resistant behavior of this structure is bad.Main-building of a thermal power plant was damaged severely in 5.12 Wenchuan earthquake.Based on the damage characteristics of the frame-bent structure,the cause of the damage was analyzed.Furthermore,several seismic prevention measures and suggestions were proposed to improve the earthquake a resistant behavior and offer a reference to correlative code.

  • 【文献出处】 自然灾害学报 ,Journal of Natural Disasters , 编辑部邮箱 ,2009年04期
  • 【分类号】P315.9
  • 【被引频次】10
  • 【下载频次】244
节点文献中: 

本文链接的文献网络图示:

本文的引文网络