Volume 2 Issue 4
Turn off MathJax
Article Contents
Abstract
Related Articles
Wang Lishun. The Distingushing Theorem For the Zeromember of the Indeterminate PLanr truss Structure[J]. Engineering Mechanics, 1985, 2(4): 30-34.
Citation: Wang Lishun. The Distingushing Theorem For the Zeromember of the Indeterminate PLanr truss Structure[J]. Engineering Mechanics, 1985, 2(4): 30-34.
shu

The Distingushing Theorem For the Zeromember of the Indeterminate PLanr truss Structure

  • Chongqing Institute of Architecture and Engineering

More Information
  • Received Date: January 13, 1985
  • Revised Date: December 31, 1899
    Graphical Abstract
    • Abstract
  • This paper is about the formula for the internal force of a member equal to zero, deducating the three theorems for the zero-member of the indeterminate planar truss structure. There are some examples in it.lt has a certain practical mening.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]LI Yin-shan, WEI Bing-wei, LI Tong, JIA Pei-xing. A FAST ANALYTICAL SOLUTION FOR STATICALLY INDETERMINATE BEAM OF VARIABLE STIFFNESS UNDER COMPLICATED LOAD[J]. Engineering Mechanics, 2016, 33(增刊): 33-38,55. DOI: 10.6052/j.issn.1000-4750.2015.03.S001
    [2]YAO Jian-tao, LI Li-jian, XU Yun-dou, ZHAO Yong-sheng. REDUNDANT-PARALLEL STRUCTURE SIX-AXIS FORCE SENSOR AND HYPERSTATIC STATIC MAPPING ANALYTICAL ANALYSIS[J]. Engineering Mechanics, 2014, 31(10): 205-211. DOI: 10.6052/j.issn.1000-4750.2013.04.0336
    [3]LI Yin-shan, LI Tong, GUO Xiao-huan, LI Xin-ye. A FAST ANALYTICAL METHOD FOR STATICALLY INDETERMINATE PROBLEMS OF CABLE-BEAM COUPLED STRUCTURES[J]. Engineering Mechanics, 2014, 31(增刊): 11-16,21. DOI: 10.6052/j.issn.1000-4750.2013.03.S018
    [4]WU Yan-yan, LI Yin-shan, WEI Jian-wei, LI Tong. A SUBSECTION INDEPENDENTLY SYSTEMATIC INTEGRAL METHOD FOR SOLVING PROBLEMS OF STATICALLY INDETERMINATE BEAM[J]. Engineering Mechanics, 2013, 30(增刊): 11-14. DOI: 10.6052/j.issn.1000-4750.2012.04.S006
    [5]WANG Ren-hua, ZHAO Xian-zhong. IMPROVED INTELLIGENT ALGORITHM FOR TOPOLOGY OPTIMIZATION DESIGN OF PLANAR TRUSS STRUCTURE[J]. Engineering Mechanics, 2012, 29(11): 205-211. DOI: 10.6052/j.issn.1000-4750.2011.04.0202
    [6]LONG Yu-qiu. AN ADJOINT THEOREM BETWEEN EQUILIBRIUM MATRIX AND GEOMETRIC MATRIX IN STRUCTURAL ANALYSIS[J]. Engineering Mechanics, 2012, 29(5): 1-7.
    [7]YU Xiao-jin. CONVERSION METHOD FOR CALCULATION OF STATICALLY INDETERMINATE STRAIGHT BEAMS WITH UNIFORM CROSS-SECTION[J]. Engineering Mechanics, 2007, 24(增Ⅰ): 66-069.
    [8]GAO Yang, WANG Min-zhong. THE DECOMPOSITION THEOREM FOR RECTANGULAR BEAMS[J]. Engineering Mechanics, 2005, 22(S1): 58-61.
    [9]ZUO Jian-xin, CHE Wei-yi. THE USE OF THEOREM OF STRUCTURE CONTINUAL VARIATION IN RELIABILITY ANALYSIS[J]. Engineering Mechanics, 2004, 21(3): 146-149.
    [10]Yu Jiyang, Yang Tingqing, Yang Zhengwen. NONLINEAR ANALYSIS OF A STATICALLY INDETERMINATE ELASTICVISCOPLASTIC TRUSS[J]. Engineering Mechanics, 1992, 9(4): 70-76.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (237) PDF downloads (15) Cited by()
    Related

    京ICP备18030614号

    Copyright © 《工程力学》编辑部

    Address: North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos: 100084

    Tel: (010)62788648 Fax: 021-64253812 Email: gclxbjb@tsinghua.edu.cn

    Supported by: Beijing Renhe Information Technology Co.,Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return