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ANALYSIS METHOD OF FOUNDATION STRUCTURE AND ANALYSIS SYSTEM FOR FOUNDATION STRUCTURE

机译:基础结构分析方法及基础结构分析系统

摘要

PROBLEM TO BE SOLVED: To provide an analysis method of a foundation structure with which a transfer matrix between nodal points can be applied to a finite element method according to a displacement method.;SOLUTION: An analysis method of a foundation structure is provided with which the foundation structure constructed in contact with a ground is analyzed according to a finite element method. The analysis method then includes: a step S1 of using a beam model on an elastic bearing to create, as a fundamental equation, a relation of ground characteristics, an operational load, physical property of the foundation structure, a shape and a displacement amount; a step S2 of creating a relation between the fundamental equation and a deflection angle, a flexural moment and a shear force as a transfer matrix with the foundation structure as an element; a step S3 of performing deployment in which the turns of the flexural moment and the shear force in the transfer matrix are switched and the transfer matrix is converted into a rigidity matrix in a displacement method; and a step S7 of performing analysis from the rigidity matrix and a boundary condition according to the finite element method.;COPYRIGHT: (C)2013,JPO&INPIT
机译:解决的问题:提供一种基础结构的分析方法,利用该方法可以将节点之间的传递矩阵根据位移方法应用于有限元方法。根据有限元方法对与地面接触的基础结构进行了分析。然后,该分析方法包括:步骤S1:使用弹性轴承上的梁模型来建立地面特性,工作载荷,基础结构的物理特性,形状和位移量之间的关系作为基本方程式;步骤S2,以基础结构为要素,建立基础方程与挠度角,挠曲矩和剪力之间的关系作为传递矩阵。步骤S3,进行展开,其中转移矩在传递矩阵中的弯矩和剪切力的转换被切换,并且以位移法将传递矩阵转换成刚度矩阵; ;步骤S7;根据有限元方法从刚度矩阵和边界条件进行分析。;版权所有:(C)2013,日本特许厅&INPIT

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