Second-order elastoplastic analysis of semirigid steel frames under cyclic loading

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Second-order elastoplastic analysis of semirigid steel frames under cyclic loading

The evolutive second-order geometry elastoplastic analysis of flexibly connected planar structures is performed to investigate their cyclic behavior under quasistatic loading conditions. The formulation is cast as a mathematical programming problem, involving so-called ‘‘complementarity’’ constraint...

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Bibliographic Details
Main Authors:	Vimonsatit, Vanissorn, Tangaramvong, S., Tin-Loi, F.
Format:	Journal Article
Published:	Pergamon 2012
Subjects:	Steel frames Large deformations Semirigid connections Cyclic loading Mathematical programming
Online Access:	http://hdl.handle.net/20.500.11937/5050

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