首页> 外文会议>European Conference on Structural Dynamics >TIME-DOMAIN MODELS FORWAVE PROPAGATION IN UNBOUNDED DOMAINS BASED ON THE SCALED BOUNDARY FINITE ELEMENT METHOD AND A RATIONAL STIFFNESS APPROXIMATION
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TIME-DOMAIN MODELS FORWAVE PROPAGATION IN UNBOUNDED DOMAINS BASED ON THE SCALED BOUNDARY FINITE ELEMENT METHOD AND A RATIONAL STIFFNESS APPROXIMATION

机译:基于缩放边界有限元方法和Rational刚度近似的非绑定域中传播的时域模型

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The paper is devoted to time-domain analyses of dynamic problems in unbounded domains. The scaled boundary finite element method (SBFEM) is particularly suited for this purpose, but formulated in the frequency-domain originally. The mixed-variables technique is used for the transformation of SBFE dynamic stiffness formulations into the time-domain. Here, a set of discrete dynamic stiffness matrices S~ (ω_j) is approximated by a rational function of iω using a least-squares approach. The resulting rational force-displacement relationship in the frequencydomain corresponds to a system of first-order differential equations in the time-domain, which can be coupled to the equations of motion of the near field and solved using standard timediscretization schemes. The strategy is demonstrated for two-dimensional problems, considering both a semi-infinite soil layer and an elastic foundation embedded in a half-plane.
机译:本文致力于在无限域中的动态问题的时域分析。缩放边界有限元方法(SBFEM)特别适用于此目的,但最初在频域中配制。混合变量技术用于将SBFE动态刚度配方的转换为时域。这里,通过最小二乘方法对一组离散的动态刚度矩阵S〜(ω_j)近似Iω的合理函数。频率域中产生的Rational力 - 位移关系对应于时域中的一阶微分方程系统,其可以耦合到近场的运动方程,并使用标准的TimEdIscretization方案进行解决。考虑到半无限的土壤层和嵌入在半平面中的弹性基础,证明了该策略。

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