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某工程隔震时程分析研究

Analysis of the seismic isolation time-history of an engineering

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【作者】 王成潘锋魏正昆

【Author】 WANG Cheng~(1,2),PAN Feng~3,WEI Zheng-kun~4 (1.Hebei Institute of Architecture and Civil Engineering , Zhangjiakou 075024,China;2. School of Civil Engineering, Tianjin University , Tianjin 300072,Chian;3. Xuanhua General Water-supply Co. of Zhangjiakou , Zhangjiakou 075100,China;4.Gucheng Real Estate Development Co. of Baoding , Baoding 071000,Chian)

【机构】 河北建筑工程学院张家口市宣化区供水总公司保定市古城房地产开发公司 河北张家口075024天津大学建筑工程学院天津300072河北张家口075100河北保定071000

【摘要】 针对具体工程,全面阐述了隔震工程的设计,并对该结构进行了与抗震规范相应多遇地震、罕遇地震水平下的动力时程分析,与传统结构做了对比,表明了其优越性.结果表明,在地震区,隔震结构与传统抗震结构相比,具有巨大的优越性,但其具体应用仍需深入研究,并就此提出了建议.

【Abstract】 A seismic isolation design is presented for an engineering.In addition, according to the code for seismic design of buildings, the paper makes a fully dynamic time-history analysis in terms of the first and third stage design level earthquake action about the seismic isolation engineering structure, and contrasts the seismic isolation engineering with the traditional structure. The result shows that the seismic isolation building structure, in contrast to the traditional building structure , has more advantages in the seismic distribution.Some advice is given for further study.

【关键词】 隔震设计时程分析
【Key words】 seismic isolationdesigntime-history analysis
  • 【文献出处】 应用科技 ,Applied Science and Technology , 编辑部邮箱 ,2004年09期
  • 【分类号】TU352.1
  • 【被引频次】1
  • 【下载频次】77
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