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- W44523360 abstract "An improved method for evaluating effective buckling lengths of beam-column members in plane frames is newly proposed based on system inelastic buckling analysis. To this end, the tangent stiffness matrix of be am-column elements is first calculated using stability functions and then the inelastic buckling analysis method is presented. The scheme for determining effective length of individual members is also addressed. Design examples and numerical results ?uc presented to show the validity of the proposed method." @default.
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- W44523360 date "2005-01-01" @default.
- W44523360 modified "2023-09-23" @default.
- W44523360 title "Determination of Effective Buckling Length of Plane Frames using Elastic and Inelastic System Buckling Analysis" @default.
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