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结构位移计算的新方法

郭仁俊

太原理工大学学报2017,Vol.48Issue(1):67-72,6.
太原理工大学学报2017,Vol.48Issue(1):67-72,6.DOI:10.16355/j.cnki.issn1007-9432tyut.2017.01.011

结构位移计算的新方法

A New Method of Structural Displacement Calculations

郭仁俊1

作者信息

  • 1. 广东工业大学土木与交通工程学院,广州510006
  • 折叠

摘要

Abstract

In this paper ,the author establishes two new methods to calculate bending bar dis‐placement and axial force bar displacement :the Curvature Method and the Geometry Method . The Curvature Method is created according to the curvature‐deflection relation ,while the Geome‐try Method is induced from binary somite point displacement diagram analysis .The paper has al‐so demonstrated how to apply the two methods with some real examples .Combined use of the two methods serves as an independent approach to solve various displacement calculation prob‐lems covering all types of statically determinate structure .Compared with traditional virtual work method ,the new methods are simpler ,easier to use and more visualized .They thus have great practical significance in such areas as teaching ,scientific research ,as well as engineering design and construction .

关键词

结构位移/计算方法/曲率法/几何法

Key words

structure displacement/calculation method/Curvature Method/Geometric Method

分类

数理科学

引用本文复制引用

郭仁俊..结构位移计算的新方法[J].太原理工大学学报,2017,48(1):67-72,6.

太原理工大学学报

OA北大核心CSTPCD

1007-9432

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