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METHOD FOR SUPPORTING DESIGN OF ASEISMATIC REINFORCEMENT FOR BRIDGE

机译:桥梁抗震加固设计方法

摘要

PROBLEM TO BE SOLVED: To provide a method for supporting the design of an aseismatic reinforcement for a bridge that can analyze a structure including a reinforcing structure by a finite element method (FEM) so as to ensure a strength design under an assumed load of actual horizontal seismic force in a structural design for the execution of aseismatic reinforcement works on a complicated structure such as a steel bridge.;SOLUTION: An I girder 20 is drawn in a front view by two-dimensional CAD and is in every sectional shape converted to two-dimensional CAD data having a drawing and coordinate values on an arbitrary axis. The two-dimensional CAD data are converted to three-dimensional coordinate data, and according to the three-dimensional data, an FEM analysis model is constructed. Meshing, thickness and material characteristic information are given for an FEM analysis.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:要解决的问题:提供一种支持桥梁抗震加固设计的方法,该方法可以通过有限元方法(FEM)分析包括加固结构在内的结构,从而确保在假定的实际荷载下进行强度设计用于在钢桥等复杂结构上进行防震加固的结构设计中的水平地震力;解决方案:I梁20通过二维CAD在前视图中绘制,并且每个截面形状都转换为在任意轴上具有图形和坐标值的二维CAD数据。将二维CAD数据转换为三维坐标数据,并根据三维数据构建FEM分析模型。给出了网格,厚度和材料特性信息以进行有限元分析。;版权所有:(C)2006,JPO&NCIPI

著录项

  • 公开/公告号JP2006195713A

    专利类型

  • 公开/公告日2006-07-27

    原文格式PDF

  • 申请/专利权人 MITSUI ENG & SHIPBUILD CO LTD;

    申请/专利号JP20050006183

  • 发明设计人 MATSUMOTO TAKUMI;SAKAI MASAKAZU;

    申请日2005-01-13

  • 分类号G06F17/50;E01D22/00;E01D19/04;

  • 国家 JP

  • 入库时间 2022-08-21 21:55:31

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