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Reliability Based Limit Analysis of Steel Frames with Limited Residual Strain Energy Capacity by János Lógó; Anna Vásárhelyi; Majid Movahedi Rad; Rafal Stocki is a Engineering article available to read on EtoBox.

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## Abstract The main structural elements of steel framed multi–storey structures are the columns, the beams and their connectionsmagenta, which can be considered rigid, pinned or semi–rigid. The aim of this paper is to analyze the effect of the semi–rigid connections on the limit analysis of steel structures under multi–parameter static loading where to control the plastic behavior of the structure a bound on the complementary strain energy of the residual forces is applied. The bound value is assumed to be uncertain and is modelled by a random variable. By the use of this constraint a reliability based problem formulation is constructed. The formulation of the problem yields a nonlinear mathematical programming with a nested algorithm. (© 2008 WILEY‐VCH Verlag GmbH & Co. KGaA, Weinheim)

Who reads Reliability Based Limit Analysis of Steel Frames with Limited Residual Strain Energy Capacity?

Author

János Lógó; Anna Vásárhelyi; Majid Movahedi Rad; Rafal Stocki

Publisher

John Wiley and Sons; Wiley (John Wiley & Sons); Wiley (ISSN 1617-7061)

Published

2008

Language

EN

Field

Engineering (Physical Sciences)