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分枝模态-二步分析法在桩土~卵形消化池动力相互作用分析中的应用

The Application of the Branch Modality-Two Step Analytic Method on the Analysis of Dynamic Inter-action Between Pile-Soil and Egg-Shaped Digester

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【作者】 高海姜忻良袁蕾李军宋艳梅

【Author】 GaoHai Jiang Xinliang YuanLei(1.Tianjin Municipal Engineering Design and Research Institute,300051; 2.School of Civil Engineering,Tianjin University,300072)

【机构】 天津市市政工程设计研究院天津大学建筑工程学院

【摘要】 本文介绍了分枝模态—二步分析法的原理,并以实际工程为背景,利用分枝模态—二步分析法,考虑桩土与卵形消化池结构的相互作用效应,通过建立两种计算模型:简化模型和标准模型,对卵形消化池进行了动力分析。同时,将分析结果与不考虑相互作用的情况进行对比,得出一些可供实际参考的结论。

【Abstract】 The principle of branched mode-two step analysis method is introduced in this paper. Taking the actual project as the background, using branch modality-two step analytic method and considering the interaction effects of pile-soil and egg-shaped digester, the dynamical analysis of egg-shapped digester was carried on two calculating model named simplified model and standard model. At the meantime, the obtained analysis result has been contrasted with that of non-considering interaction. The reliable conclusions have been obtained.

  • 【文献出处】 特种结构 ,Special Structures , 编辑部邮箱 ,2010年05期
  • 【分类号】TU311.3
  • 【被引频次】1
  • 【下载频次】45
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