残暴 发表于 2025-3-28 17:14:03
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 situANNUL 发表于 2025-3-28 21:46:03
http://reply.papertrans.cn/103/10213/1021223/1021223_42.pngelucidate 发表于 2025-3-29 01:14:27
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 waveLedger 发表于 2025-3-29 05:22:30
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反应 发表于 2025-3-29 07:22:22
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碎片 发表于 2025-3-29 14:07:51
http://reply.papertrans.cn/103/10213/1021223/1021223_46.pngentail 发表于 2025-3-29 19:38:50
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诱导 发表于 2025-3-29 21:40:22
http://reply.papertrans.cn/103/10213/1021223/1021223_48.pngLaconic 发表于 2025-3-30 00:35:34
http://reply.papertrans.cn/103/10213/1021223/1021223_49.png大量 发表于 2025-3-30 04:23:19
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