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The force analysis of frame structure building relocation based on ANSYS

机译:基于ANSYS的框架结构房屋拆迁的受力分析

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Structural building relocation is a complex dynamic process while the current study to the project was restricted to a specific project and most of the theoretical researches were focused on the rolling way to realize the relocation. The purpose of this paper is to formulate the model of frame structure building relocation by sliding way and to obtain the force in building elements under different conditions. This paper models building for 3 conditions of relocation with ANSYS software. In the analysis process, some dynamic processes of the building relocation were treated as static one, different constraints and support force were imposed on the model. By this way, horizontal moving and jacking up were assayed; it is also simple to predict the dangerous positions in the process of building movement. The method is practical to frame structure relocation and provide a theoretical basis for model optimization.
机译:结构建筑物的搬迁是一个复杂的动态过程,而当前对该项目的研究仅限于特定项目,并且大多数理论研究都集中在实现搬迁的滚动方式上。本文的目的是通过滑动的方式建立框架结构房屋的搬迁模型,并获得不同条件下建筑构件的受力。本文使用ANSYS软件为3种搬迁条件建立模型。在分析过程中,将建筑物搬迁的一些动态过程视为静态过程,对模型施加了不同的约束条件和支撑力。通过这种方式,可以检测水平移动和顶升。预测建筑物移动过程中的危险位置也很简单。该方法对框架结构的重定位很实用,为模型优化提供了理论依据。

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