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Dynamic Modeling of Tall Masonry Structures and Treatment of Rocking Motion

机译:高层砌体结构的动力学建模与摇摆运动处理。

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摘要

In this paper structures acted on by dynamic ground shaking and exhibiting a rocking motion are considered. The finite element analysis developed for an industrial chimney shows how this assumption is appropriate, when dealing with this type of structure, where the crack distribution helps to identify pivotal points, around which rotations occur. Modeling is then performed by moving to a distributional environment, where the problem may be set up in one unique formulation. This treatment is able to embed the impacts that occur during the motion at the pivotal points when sign changes occur in the rotation variable, and, moreover, to simplify and lighten the subsequent computational implementation.
机译:在本文中,结构受到动态地震动作用并表现出摇摆运动。为工业烟囱开发的有限元分析表明,在处理这种类型的结构时,这种假设是合适的,在这种结构中,裂纹分布有助于识别围绕其旋转的枢轴点。然后,通过转移到分布式环境中进行建模,在该环境中可以用一种唯一的公式表示问题。当旋转变量中发生符号变化时,这种处理能够将运动期间在枢轴点处发生的影响嵌入其中,并且此外,还可以简化并简化后续的计算实现。

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