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土-结构动力相互作用对隔震结构的影响分析
Study on base isolated structure considering soil-structure dynamic interaction
【摘要】 结合一个实际工程,分析了该结构在隔震加固前后及是否考虑土-结构动力相互作用共4种情况,得出了各种情况下结构的周期、层间剪力、楼层位移、隔震支座性能、地震能量输入与结构能量反应的变化等,并得出了一些结论。
【Abstract】 In this paper we study four condition with a structure which is wrecked in the wenchuan-earthquake.①unconsidering soil-structure dynamic interaction before strengthening.②considering soil-structure dynamic interaction before strengthening.③unconsidering soil-structure dynamic interaction after base isolated strengthening.④considering soil-structure dynamic interaction after base isolated strengthening.We get some results about period,story shear,story displacement,story acceleration,shear of vibration cushion,displacement of vibration cushion and hysteretic characteristics of vibration cushion.
【关键词】 土-结构动力相互作用;
隔震结构;
时程分析;
能量;
彭津模型;
【Key words】 soil-structure dynamic interaction(SSI); base isolated structure; time-history analysis; enegy; Penzien model;
【Key words】 soil-structure dynamic interaction(SSI); base isolated structure; time-history analysis; enegy; Penzien model;
- 【文献出处】 四川建筑科学研究 ,Sichuan Building Science , 编辑部邮箱 ,2013年02期
- 【分类号】TU435;TU352.12
- 【下载频次】58