Dynamic analysis of a beam resting on an elastic half-space with inertial properties

被引:5
|
作者
Guenfoud, S. [1 ]
Bosakov, S. V. [2 ]
Laefer, D. F. [3 ]
机构
[1] Univ Guelma, Mech & Struct Lab, Guelma, Algeria
[2] Belarusian Natl Tech Univ, Dept Struct Mech, Minsk, BELARUS
[3] Univ Coll Dublin, Sch Architecture Landscape & Civil Engn, Dublin, Ireland
关键词
Green's function; Ground inertia; Beam; Eigenfrequencies; Eigenshapes; Dynamic response; SURFACE; SOIL;
D O I
10.1016/j.soildyn.2009.01.005
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This work gives a semi-analytical approach for the dynamic analysis of beams and plates resting on an elastic half-space with inertial properties. Such calculations have been associated with significant mathematical challenges, often leading to unrealizable computing processes. Therefore, this paper presents a detailed analysis of Green's function defining surface displacements of such a space in the contact zone with structures, which allows determination of reactive forces and other physical magnitudes. The obtained solutions can be applied to (i) study dynamic interaction between soil and structures, (ii) determine transient wave fields caused by a seismic source, and (iii) assess numerical computations with different numerical methods programs. Natural frequencies, natural shapes, and the dynamic response of a beam due to external harmonic excitation are determined. Eigenfrequencies and Eigenshapes are presented. Validation with a Boussinesq problem illustrates the inertia effect on the results of the dynamic analysis. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1198 / 1207
页数:10
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