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石窟地震反应分析
引用本文:韦凯,高峰,石玉成,秋仁东,周海龙.石窟地震反应分析[J].兰州铁道学院学报,2005,24(6):46-49.
作者姓名:韦凯  高峰  石玉成  秋仁东  周海龙
作者单位:[1]兰州交通大学土木工程学院,甘肃兰州730070 [2]中国地震局兰州地震研究所,甘肃兰州730000 [3]重庆交通学院土木建筑学院,重庆400074
基金项目:国家社会公益研究专项基金
摘    要:利用大型通用ADINA有限元分析软件进行动力分析,研究石窟在地震作用下的稳定性问题.通过瞬态分析,指出了石窟结构在地震荷载作用下的薄弱部位,并且给出在易被破坏位置上的节点的位移时程和易被破坏位置上的单元的主拉、主压应力时程曲线.计算结果表明地震作用下薄弱部位多数发生在石窟的脚点附近,在有裂隙的部位打入锚杆对石窟整体结构的安全性是有益处的.

关 键 词:地震  石窟  有限元  地震响应  锚杆
文章编号:1001-4373(2005)06-0046-04
收稿时间:2005-05-09
修稿时间:2005年5月9日

Analysis of Seismic Responses of Grottoes
Wei Kai,Gao Feng,Shi Yucheng,Qiu Rendong,Zhou Hailong.Analysis of Seismic Responses of Grottoes[J].Journal of Lanzhou Railway University,2005,24(6):46-49.
Authors:Wei Kai  Gao Feng  Shi Yucheng  Qiu Rendong  Zhou Hailong
Institution:1. School of Civil Engineering,Lanzhou Jiaotong University, Lanzhou 730070, China; 2. Lanzhou Earthquake Research Institute, Seismological Bureau of China, Lanzhou 730000, China; 3. School of Civil Arehiteture,Chongqing Jiaotong Institute,Chongqing 400074 ,China
Abstract:The steady of Grottoes attacked by earthquake is analyzed with the engineering soft named ADINA,in order to show where the weak parts of Grottoes are and Time-history curves of the horizontal displacement of the easily damaged nodes and Time-history curves of first and third principal stress of the easily damaged elements. The results show that the weak parts of Grottoes often are nearby at the corners of Grottoes and that to employ the anchoring steel-bars in the gaps does good to the safety of the whole structure of Grottoes.
Keywords:earthquakes  Grottoes  finite elements  response of seismic  steel-bars
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