首页 | 本学科首页   官方微博 | 高级检索  
     

Timoshenko模型桩水平振动的动力刚度
引用本文:姚戈,杨骁. Timoshenko模型桩水平振动的动力刚度[J]. 上海大学学报(自然科学版), 2011, 0(5): 662-668
作者姓名:姚戈  杨骁
作者单位:上海大学土木工程系;
基金项目:国家自然科学基金资助项目(10872124)
摘    要:基于桩-土相互作用的连续介质模型,利用桩的水平振动土阻抗结果,将桩等效为Timoshenko梁,研究线性黏弹性土层中Timoshenko模型端承桩水平振动的动力特性,给出频率域内桩头动力刚度的半解析解,得到动力刚度随频率的变化曲线.在此基础上研究物性和几何参数对刚度的影响,并与Euler-Bernoulli模型桩的结果进行比较.研究结果表明,端承桩水平振动的动态刚度受桩长细比、土软硬程度、水平激振频率等的影响,这些结果可以为工程设计提供参考.

关 键 词:Timoshenko模型  端承桩  桩-土相互作用  动力刚度  水平振动

Dynamic Stiffnesses of Timoshenko Type Pile in Horizontal Vibration
YAO Ge,YANG Xiao. Dynamic Stiffnesses of Timoshenko Type Pile in Horizontal Vibration[J]. Journal of Shanghai University(Natural Science), 2011, 0(5): 662-668
Authors:YAO Ge  YANG Xiao
Affiliation:YAO Ge,YANG Xiao(Department of Civil Engineering,Shanghai University,Shanghai 200072,China)
Abstract:Based on a continuum model of interaction between pile and soil,dynamic characteristics of horizontal vibration of a Timoshenko type end-bearing pile in a linear viscoelastic soil layer is studied by making the pile equivalent to a Timoshenko beam and using the existing results of soil resistance.Semi-analytical expressions of dynamic stiffness of the pile head is presented in the frequency domain.Variations of stiffness with respect to frequency are shown in terms of figures.Influences of the material and ...
Keywords:Timoshenko model  end-bearing pile  interaction between pile and soil  dynamic stiffness  horizontal vibration  
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号