A precise integration approach for dynamic impedance of rigid strip footing on arbitrary anisotropic layered half-space

被引:48
|
作者
Lin, Gao [1 ]
Han, Zejun [1 ]
Zhong, Hong [1 ]
Li, Jianbo [1 ]
机构
[1] Dalian Univ Technol, Fac Infrastruct Engn, Dalian 116024, Peoples R China
关键词
Precise integration method; Layered anisotropic soil strata; Rigid strip footing; Dynamic impedance; FINITE-ELEMENT-METHOD; WAVE-PROPAGATION; FOUNDATIONS; VIBRATIONS; LOADS; SOILS;
D O I
10.1016/j.soildyn.2013.01.009
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The precise integration method (PIM) is proposed for the dynamic response analysis of rigid strip footing resting on arbitrary anisotropic multi-layered half-space. In the frequency domain, the governing equation of wave motion is converted into dual vector form of first-order ordinary differential equations which is solved by PIM. Each layer is divided into a large number (say, 2(N)) of mini-layers of equal thickness, within which characteristic matrices are assumed to vary following the Taylor series expansion to the fourth order. As a result, any desired accuracy of the displacements and stresses can be achieved by PIM. In addition, dual vector form equation makes it quite easily to combine two adjacent mini-layers into a new one. Each pass of combination reduces the total number of mini-layers by a half. The computational effort for the evaluation of the dynamic impedance of rigid strip footing can be reduced to a great extent. Numerical examples are provided to validate the efficiency and accuracy of the proposed approach. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:96 / 108
页数:13
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