Second-order slope–deflection equations for imperfect beam–column structures with semi-rigid connections
暂无分享,去创建一个
[1] S. Timoshenko. Theory of Elastic Stability , 1936 .
[2] John Benson Wilbur,et al. Elementary structural analysis , 1976 .
[3] John E. Johnson,et al. Steel Structures : Design and Behavior , 1980 .
[4] J. Dario Aristizabal-Ochoa. Story Stability of Braced, Partially Braced, and Unbraced Frames: Classical Approach , 1997 .
[5] J. Dario Aristizabal-Ochoa,et al. First- and Second-Order Stiffness Matrices and Load Vector of Beam-Columns with Semirigid Connections , 1997 .
[6] Alf Samuelsson,et al. History of the stiffness method , 2006 .
[7] J. Dario Aristizabal-Ochoa,et al. Large deflection and postbuckling behavior of Timoshenko beam-columns with semi-rigid connections including shear and axial effects , 2007 .
[8] J. Dario Aristizabal-Ochoa,et al. Slope-deflection equations for stability and second-order analysis of Timoshenho beam-column structures with semi-rigid connections , 2008 .