Effective lengths of braced frame columns
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[1] Reidar Bjorhovde,et al. Closure of "Restraint Demand Factors and Effective Lengths of Braced Columns" , 1996 .
[2] M. R. Mahini,et al. Effective length factor for columns in braced frames considering axial forces on restraining members , 2006 .
[3] Jostein Hellesland,et al. Improved Frame Stability Analysis with Effective Lengths , 1996 .
[4] Günay Özmen,et al. Buckling lengths of unbraced multi-storey frame columns , 2005 .
[5] Donald W. White,et al. Buckling models and stability design of steel frames: a unified approach , 1997 .
[6] J. Dario Aristizabal-Ochoa. Story Stability of Braced, Partially Braced, and Unbraced Frames: Classical Approach , 1997 .
[7] Russell Q. Bridge,et al. Improved G‐Factor Method For Evaluating Effective Lengths of Columns , 1987 .
[8] Wai-Fah Chen,et al. Effective Length Factor for Columns in Unbraced Frames , 1988 .