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A Semi-analysis Solution for the Vibration of Raft-superstructure on the Saturated Soil under Moving Load

机译:移动载荷下饱和土中筏子上层建筑振动的半分析解决方案

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Based on Biot's theory and the minimum potential energy principle as well as the thin plate theory, the superstructure, raft and soil are assumed to be whole system according to the substructure method. The system must satisfy the continuity conditions at the interface between the superstructure, raft and soil surface. Consider the compatibility condition that the vertical displacement of the interface between the raft and the saturated soil should be equal, the integral equation accounting for the vertical coupling of the superstructure-raft system with the saturated soil subjected to a moving load is constructed. Using the numerical inverse transform technique, the forces and displacements of the superstructure, plate and saturated soil at any time are obtained. Some numerical results are presented to demonstrate the capacity of the proposed model. Also, the influence of load velocity on the superstructure will be investigated in this paper.
机译:基于Biot理论和最小潜在能量原理以及薄板理论,假设根据子结构方法的整个系统的上层建筑,筏和土壤。该系统必须满足上层建筑,筏和土壤表面之间的界面处的连续性条件。考虑筏子与饱和土之间的界面垂直位移的兼容条件应该是相等的,构造了对经受移动载荷的饱和土的上部结构 - 筏系统的垂直耦合的整体方程算。使用数值逆变换技术,获得在任何时候上层建筑,板和饱和土的力和位移。提出了一些数值结果以证明所提出的模型的能力。而且,本文将研究载荷速度对上部结构上的影响。

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