记忆 发表于 2025-3-26 22:47:00
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Scott Cloutier,Deirdre Pfeifferndation interaction. Governing equations of the motion are formulated and solved either in terms of random vibration or by means of simulated motions and FFT. Examples involving a concrete gravity dam and buried pipelines are given.雇佣兵 发表于 2025-3-27 05:20:06
http://reply.papertrans.cn/28/2702/270185/270185_33.pngGorilla 发表于 2025-3-27 11:54:38
http://reply.papertrans.cn/28/2702/270185/270185_34.pngUncultured 发表于 2025-3-27 17:14:32
Handbook of Community Sentiment nonlinear) of the structure and of the unbounded soil which determines for the analysis either the familiar time domain, the natural choice for a dynamic analysis, or the frequency domain, originally developed for machine foundation calculations. The second classification distinguishes between thecontradict 发表于 2025-3-27 18:22:52
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Jay Barth Ph.D.,Scott H. Huffmon Ph.D.the structure and the soil are assumed to be homogeneous, isotropic and linear elastic or viscoelastic bodies under two - or three - dimensional conditions. The dynamic disturbances may be externally applied loads or seismic waves of an arbitrary spatial and temporal variation. The effects of inhomo暗语 发表于 2025-3-28 06:09:26
The ART of Hope: Healing the Wounded Citydation media is outlined. The development is divided into four phases, starting with a rigid foundation medium where there is no interaction with the structure and ending with a description of the frequency domain response analysis of a structure on a continuum foundation system. The purpose of the异端邪说下 发表于 2025-3-28 06:41:51
Scott Cloutier,Deirdre Pfeiffercalled artificial boundary, separating the soil-structure system into near and far fields. In conjunction with the analysis of near field, some artificial boundaries capable of transmitting waves from near to far field are proposed in literature. In the present study, first these artificial boundary率直 发表于 2025-3-28 14:01:04
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