Shakedown analysis of the truss and comparing with the fundamental theoroms of alastic-plastic analysis implemented in a home-pakege and ANSYS

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Abstract

Research results in shakedown analysis of space steel structures are presented in this paper. The theory of shakedown and conventional methods of analysis are discussed, and the example of a shakedown of a truss-column is provided to illustrate the concepts of the nonlinear analysis and shakedown for space trusses [1; 4].

About the authors

Alireza Heidari

Peoples’ Friendship University of Russia

Email: alborz.dimas@gmail.com

Vera V Galishnikova

Peoples’ Friendship University of Russia

Email: galishni@gmail.com

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Copyright (c) 2014 Хейдари А., Галишникова В.В.

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This work is licensed under a Creative Commons Attribution 4.0 International License.

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