SUTDY ON TORSIONAL VIBRATION IMPEDANCE AT THE TOP OF PILE WITH CONSIDERING SOIL-PILE INTERACTION

被引:0
作者
Hu, C. B. [1 ]
Zhang, T. [1 ]
Zeng, F. S. [1 ]
机构
[1] Fuzhou Univ, Coll Civil Engn, Fuzhou 350002, Peoples R China
来源
ENVIRONMENTAL VIBRATIONS: PREDICTION, MONITORING, MITIGATION AND EVALUATION, VOLS I AND II | 2009年
关键词
variable section impedance pile; torsional vibration; viscous damping; soil-pile interaction; complex stiffness;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Considering the interaction between visco-elastic soils and a variable section impedance pile with arbitrary bottom boundaries,the dynamic response at the pile head to a arbitrary dynamic torque is theoretically investigated. By Laplace transforms and the transmit property of impedance function, the analytical expression of the impedance function and solutions of the displacement and velocity response function in frequency domain and in time domain at the pile head are derived. The characteristic of interaction between soil layers is also theoretically investigated here.
引用
收藏
页码:886 / 891
页数:6
相关论文
共 4 条
[1]  
[胡昌斌 HU Changbin], 2006, [振动工程学报, Journal of Vibration Engineering], V19, P404
[2]  
LIU DJ, 2003, J GEOTECHNICAL ENG, V25, P283
[3]   Dynamic response of a pile in a multi-layered soil to transient torsional and axial loading [J].
Militano, G ;
Rajapakse, RKND .
GEOTECHNIQUE, 1999, 49 (01) :91-109
[4]  
MILITANO G, 1977, J ENG MECH DIV ASCE, V103, P153