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考虑桩-土相互作用的结构自振频率计算
引用本文:赵宝军,张劲涛. 考虑桩-土相互作用的结构自振频率计算[J]. 交通科技, 2009, 0(5): 4-6,9. DOI: 10.3963/j.issn.1671-7570.2009.05.002
作者姓名:赵宝军  张劲涛
作者单位:1. 山西省交通科学研究院,太原,030006
2. 江西上饶宏优公路勘察设计院,上饶,334000
摘    要:以弹簧模拟桩-土的相互作用,建立了桩-土结构的有限元模型。结合工程实例,采用该模型计算了桩基的自振频率,分析了弹簧等效刚度的变化对模型自振频率的影响。

关 键 词:桩-土相互作用  自振频率  弹簧等效刚度  有限元模型

Natural Frequency of Structural Considering Pile-soil Interaction
Zhao Baojun,Zhang Jintao. Natural Frequency of Structural Considering Pile-soil Interaction[J]. Transportation Science & Technology, 2009, 0(5): 4-6,9. DOI: 10.3963/j.issn.1671-7570.2009.05.002
Authors:Zhao Baojun  Zhang Jintao
Affiliation:Zhao Baojun1,Zhang Jintao2 (1.Shanxi Provincial Academy of Communications Sciences,Taiyuan 030006,China,2.Shangrao Hongyou Highway Survey and Design Institute of Jiangxi,Shangrao 334000,China)
Abstract:The paper analyzed the calculation of natural frequency through building a finite element model considering pile-soil interaction,which was simulated by springs.Meanwhile,the natural frequency was calculated using this method in an example,and the natural frequency affected by the change of equivalent spring stiffness was also analyzed.
Keywords:pile-soil interaction  natural frequency  equivalent spring stiffness  finite element model  
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