ON THE STABILITY OF FRAME MEMBERS IN A GLOBAL BUCKLING

descriptionPublicationkeyboard_double_arrow_right Article 21 Oct 1997 English Publisher:Japan Society of Civil EngineersJournal:Doboku Gakkai Ronbunshu, volume 1,997, pages 17-26 (issn: 0289-7806, eissn: 1882-7187,

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Authors: Fumio Nishino; Masahiro Ai; Tomofumi Nakano;

doi: 10.2208/jscej.1997.577_17

ON THE STABILITY OF FRAME MEMBERS IN A GLOBAL BUCKLING

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Abstract

In the global buckling of a framed structure, members are examined for their own stabilities. It is shown that, besides the actual member forces exerted, there can be considered a critical axial force of each member determined by its displacement mode in the global buckling. The effective lengths of members are defined for those critical forces. The stability state of each member is qualified by the actual axial force acting on that effective length. The global buckling is explained as an assembly of those stability states of members.

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