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Titlebook: Wave Propagation in Solid and Porous Half-Space Media; Hamid R. Hamidzadeh,Liming Dai,Reza N. Jazar Book 2014 Springer Science+Business Me

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41#
發(fā)表于 2025-3-28 17:14:03 | 只看該作者
Experiments on Elastic Half-Space Medium,he years, extensive research has been conducted to obtain analytical and numerical solutions for the dynamics of a rigid foundation with different geometries..To verify the reported mathematical solutions, it is necessary to conduct experiments on an elastic half-space. This requires either in situ
42#
發(fā)表于 2025-3-28 21:46:03 | 只看該作者
43#
發(fā)表于 2025-3-29 01:14:27 | 只看該作者
Dynamic Response of a Rigid Foundation Subjected to a Distance Blast,ng effect on the buildings at some distance within the vicinity of the explosion. In this investigation, an analytical solution for the time response of a rigid foundation subjected to a distant blast is considered. The medium is considered to be an elastic half-space. A formal solution to the wave
44#
發(fā)表于 2025-3-29 05:22:30 | 只看該作者
Response of the Surface of an Elastic Half-Space Due to a Horizontal Harmonic Point Force,res for addressing the problem of dynamic response of surface of an elastic half-space subjected to concentrated shear force, the literature has been confined to the simpler problem of the axial symmetrical or two-dimensional case, where the concentrated line source acts on the surface. In the prese
45#
發(fā)表于 2025-3-29 07:22:22 | 只看該作者
Identification of Vertical Exciting Force on the Surface of an Elastic Half-Space Using Sensor Fusinted. The analysis is based on the dynamic responses of points on the surface of an elastic half-space medium subjected to a vertical, harmonic, and concentrated force on the surface. The medium is assumed to be an elastic, isotropic and homogeneous half-space. The problem is analytically formulated
46#
發(fā)表于 2025-3-29 14:07:51 | 只看該作者
47#
發(fā)表于 2025-3-29 19:38:50 | 只看該作者
Dynamics of a Rigid Foundation on the Surface of an Elastic Half-Space, displacement functions for any position on the surface of an unloaded half-space due to a harmonic point force. The influence of the foundation has been taken into account by assuming a relaxed condition at the interface, i.e., a uniform displacement under the foundation and that the sum of the poi
48#
發(fā)表于 2025-3-29 21:40:22 | 只看該作者
49#
發(fā)表于 2025-3-30 00:35:34 | 只看該作者
50#
發(fā)表于 2025-3-30 04:23:19 | 只看該作者
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