Flexural and Sway Interaction in the Nonlinear Vibrations of a Phenomenological Model of a Laterally Braced Column

Author:

Orlando DiegoORCID,Raimundo Juliana M. P.,Gonçalves Paulo B.ORCID

Publisher

Springer International Publishing

Reference20 articles.

1. Trahair, N.S.: Steel structures—elastic in-plane buckling of pitched roof portal frames. Limit states data sheet AS 4100 DS04, pp. 1–2. Australian Institute of Steel Construction and Standards Australia (1993)

2. Au, F.T.K., Yan, Z.H.: Dynamic analysis of frames with material and geometric nonlinearities based on the semi-rigid technique. Int. J. Struct. Stab. Dyn. 8(3), 415–438 (2008)

3. Koiter, W.T.: On the stability of elastic equilibrium. Nasa report no TT-F-10833 (translation of: over Stabiliteit van het Elastiche Evenwitch, Ph.D. thesis, Delft, ND, 1945) (1967)

4. Croll, J.G., Walker, A.C.: Elements of Structural Stability. Macmillan, London (1972)

5. Thompson, J.M.T., Hunt, G.W.: A General Theory of Elastic Stability. John Wiley and Sons, London (1973)

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