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vol.79 número172INDUCED MOMENTS AND LATERAL DEFLECTIONS IN COLUMNS WITH INITIAL IMPERFECTIONS AND SEMIRIGID CONNECTIONS: II. VERIFICATION AND EXAMPLES índice de autoresíndice de assuntospesquisa de artigos
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DYNA

versão impressa ISSN 0012-7353

Resumo

ARISTIZABAL-OCHOA, J. DARIO. INDUCED MOMENTS AND LATERAL DEFLECTIONS IN COLUMNS WITH INITIAL IMPERFECTIONS AND SEMIRIGID CONNECTIONS: I. THEORY. Dyna rev.fac.nac.minas [online]. 2012, vol.79, n.172, pp.07-17. ISSN 0012-7353.

Closed-form expressions that can be used to evaluate induced elastic bending moments and second-order deflections in slender prismatic columns with initial geometric imperfections (i.e., initial curvature and out-of-plumbness) and semirigid connections when subjected to eccentric axial loads at both ends, are derived in a classical manner. The proposed approach is based on the classical Euler-Bernoulli theory for columns with uninhibited, partially-inhibited, and totally-inhibited sidesway. The combined effects of initial imperfections, axial load eccentricities, and semirigid connections are condensed into the proposed equations. The effects of shear and axial deformations along the member span are not included. Comparisons of the induced elastic moments, second-order deflections, and critical loads obtained using the proposed approach and those available in the technical literature for classic column cases, are presented in a companion paper. Also, sensitivity studies and several examples are presented in detail. These demonstrate the effectiveness and accuracy of the proposed closed-form equations and the importance of initial imperfections, semirigid connections, and lateral bracing on the second-order behavior and stability of beam-columns. These effects must be taken into account in the analysis and design of imperfect slender columns subjected to high axial loads, particularly when sidesway between its ends is uninhibited or partially inhibited due to possible failure by lateral collapse.

Palavras-chave : Beam-columns; bracing; buckling; columns; computer applications; deflections; design; frames; large deflections; loads; reversals of deflections; second-order analysis; stability.

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