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Analysis method of frame with columns, beams and load bearing frame

机译:带柱,梁和承重框架的框架分析方法

摘要

PROBLEM TO BE SOLVED: To provide an analysis method for a frame body having a pillar, a beam and a bearing frame, which can easily perform analysis with high precision.SOLUTION: An analysis method comprises: creating a frame body model 2 having lengths, connection places and a connection method for a virtual pillar 21, a virtual beam 22 and a virtual brace material 23 a virtual bearing frame 24 has, and having data on their elastic coefficients, cross sectional areas and cross sectional secondary moments; and causing a computer to perform analysis based on an analysis condition applied to the frame body model 2. In the virtual bearing frame 24, a portion from a base end of the virtual pillar 21 to a place to which the virtual brace material 23 is connected is an adjustment margin part 211, and a portion other than the adjustment margin part 211 of the virtual pillar 21 is a body part 210. As the cross sectional area and cross sectional secondary moment of the body part 210, a value of a pillar corresponding to the virtual pillar 21 is used. As the cross sectional area and cross sectional secondary moment of the adjustment margin part 211, a constant value is used.SELECTED DRAWING: Figure 4
机译:解决的问题:提供一种具有支柱,梁和支承框架的框架主体的分析方法,其可以容易地以高精度进行分析。解决方案:一种分析方法包括:创建具有长度的框架主体模型2,虚拟支撑框架24所具有的虚拟支柱21,虚拟梁22和虚拟支撑材料23的连接位置和连接方法,并具有其弹性系数,横截面积和横截面二次矩的数据;然后,根据应用于框体模型2的分析条件,使计算机进行分析。在虚拟轴承框架24中,是从虚拟柱21的基端到虚拟支撑材料23所连接的部位的部分。假想柱21是调整余量部211,假想柱21的调整余量部211以外的部分是主体部210。作为主体部210的截面积和二次矩的截面,柱的值相当于使用虚拟支柱21的“”。作为调整余量部分211的横截面面积和横截面二次力矩,使用恒定值。图4

著录项

  • 公开/公告号JP6507113B2

    专利类型

  • 公开/公告日2019-04-24

    原文格式PDF

  • 申请/专利权人 パナソニックホームズ株式会社;

    申请/专利号JP20160055229

  • 发明设计人 空岡 義幸;

    申请日2016-03-18

  • 分类号G06F17/50;E04B1/18;E04B1;

  • 国家 JP

  • 入库时间 2022-08-21 12:19:08

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