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考虑桩-土-结构相互作用的桥梁桩基地震反应有限元分析
引用本文:张彬,董齐蕾,尹丹.考虑桩-土-结构相互作用的桥梁桩基地震反应有限元分析[J].中国地质灾害与防治学报,2014,25(4):72-75.
作者姓名:张彬  董齐蕾  尹丹
作者单位:辽宁工程技术大学土木与交通学院,辽宁阜新123000
摘    要:地震荷载作用下桩-土-结构相互作用问题在桥梁抗震研究中越来越受到重视。本文结合工程实例,利用有限元仿真软件ADINA,建立桩-土-结构相互作用的有限元实体分析模型。选取三种时程波作为地震荷载,对在地震作用下桩-土-结构相互作用对桩的沉降位移,桩侧摩阻力和有效应力的影响进行了分析研究,对桩基设计提出了较为合理的建议。

关 键 词:地震荷载作用  桩-土-结构  相互作用  软件模拟

Seismic response analysis of bridge pile foundation considering pile-soil-structure interaction
ZHANG Bin,DONG Qi-lei,YIN Dan.Seismic response analysis of bridge pile foundation considering pile-soil-structure interaction[J].The Chinese Journal of Geological Hazard and Control,2014,25(4):72-75.
Authors:ZHANG Bin  DONG Qi-lei  YIN Dan
Institution:(School of Civil Engineering and Transportation, Liaoning Technical University, Fuxin 123000, China)
Abstract:The problem of pile-soil-structure interaction under earthquake has been paid more and more attention to the study of bridge seismic . With an example, this paper uses finite element analysis software, ADINA, using the finite element simulation analysis software to establish the pile-soil-structure interaction finite element entitiesanalysis model. The articles selectes three waves as earthquake load, By analysis of the model simulation results, earthquake under the pile-soil-structure interaction of soil and pile settlement displacement pile shaft resistance and effective stress analysis, pile foundation traits response results validate analysis proposed pile-based design rationalization.
Keywords:seismic effects  pile-soil-structure  interactions  software simulation
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