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Original Articles

Effect of geometrical factors on stability characteristics of portal frames

Pages 76-86 | Published online: 20 Sep 2007

References

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  • Di Carlo , A. , Pignataro , M. and D'Asdia , P. A modified potential energy approach to post-buckling analysis of frames , ZAMM , 1978 , 58 , 137 – 139
  • Rizzi , N. , Di Carlo , A. and Pignataro , M. A parametric post-buckling analysis of an asymmetric two-bar frame , J. Struct. Mech. 1980 . 8 (4) , 449 – 470
  • Hsiao , K. M. and Hou , F. Y. Nonlinear finite element analysis of elastic frames , Comput. & Struct. , 1987 , 26 , 693 – 701
  • Crisfield , M. A. A fast incremental/iterative solution procedure that handles ‘snap-through’ , Comput. & Struct. , 1981 , 13 , 55 – 62
  • Thompson , J. M. T. and Hunt , G. W. A General Theory of Elastic Stability , Wiley , London , 1973
  • Huseyin , K. Nonlinear Theory of Elastic Stability Noordhoff , Leyden , 1975

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