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- W266318276 abstract "An improved stability design method for beam-columns of plane frames is proposed based on system buckling analysis and second-order elastic analysis. For this, the tangent stiffness matrix of beam-column elements is first derived using stability functions and a procedure for evaluating effective buckling lengths is reviewed using elastic system buckling analysis. And then the second-order analysis procedure is presented considering effects and is compared with the closed-form solution through numerical examples. Design examples showing the validity of the proposed method we presented and their numerical results are compared with those obtained from the conventional stability design methods. Finally some useful conclusions are drawn." @default.
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- W266318276 date "2005-01-01" @default.
- W266318276 modified "2023-09-28" @default.
- W266318276 title "An Improved Stability Design of Plane Frames using System Buckling and Second-order Elastic Analysis" @default.
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