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The analysis of frame structure building monolithic movement with ANSYS

机译:用ANSYS构建整体运动的框架结构分析

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Giant 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 to the rolling way to realize the relocation. The object of this paper is to formulate the model of frame structure building movement by sliding way and to obtain the force in building elements under the different conditions. The first time this paper models building for 3 conditions of relocation with ANSYS software . In the analysis process some dynamic processes of the building monolithic movement were treated as static ones and different constraints and support force were imposed on the model. By that way weighing, horizontal moving and jacking process were assayed. Predictions of the theoretical analysis to the concrete engineering projects have demonstrated the validates of the proposed methods. At the same time some conclusions of this paper is significant to the project.
机译:巨型结构建筑搬迁是一种复杂的动态过程,而目前对该项目的研究仅限于特定的项目,并且大多数理论研究都集中在实现搬迁的滚动方式。本文的目的是通过滑动方式制定框架结构建筑机芯的模型,并在不同条件下获得建筑元件的力。本文第一次建立3架与ANSYS软件搬迁条件。在分析过程中,建筑物整体运动的一些动态过程被视为静态的流动,并在模型上施加不同的约束和支持力。通过这种方式,测定称重,水平移动和起动过程。具体工程项目的理论分析预测已经证明了所提出的方法的验证。与此同时,本文的一些结论对该项目具有重要意义。

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