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DIRECT ELASTIC-PLASTIC LIMIT LOAD AND SHAKEDOWN ANALYSIS OF STEEL SPACE TRUSSES WITH LARGE DISPLACEMENTS

A direct method for elastic-plastic limit load and shakedown analysis of steel space trusses with large displacements is treated in this paper. The incremental method for the geometrically nonlinear analysis of space trusses, developed by one of the authors was modified to account for yielding and p...

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Autori principali: A Heidari, V V Galishnikova
Natura: Artigo
Lingua:Inglês
Pubblicazione: Peoples’ Friendship University of Russia (RUDN University) 2014-05-01
Serie:Structural Mechanics of Engineering Constructions and Buildings
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Accesso online:http://journals.rudn.ru/structural-mechanics/article/view/11157
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