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http://dx.doi.org/10.14346/JKOSOS.2014.29.3.064

Inelastic Buckling Analysis of Semi-rigid Frames with Shear Deformations by Haringx's Theories  

Min, Byoung-Cheol (Department of Civil & Environmental Engineering, Induk University)
Publication Information
Journal of the Korean Society of Safety / v.29, no.3, 2014 , pp. 64-71 More about this Journal
Abstract
The generalized tangential stiffness matrix of semi-rigid frame element with shear deformations based on Haringx's shear theory is newly derived and compared with the previous study based on Engesser's shear theory. Also, linearized elastic and geometric stiffness matrices are newly presented from the exact tangential stiffness matrix. In oder to obtain the inelastic system buckling load of shear flexible semi-rigid frame structure, the Ef method by tangential modulus theory is adopted and the FE analysis programs are developed. Finally, the shear and semi-rigid effects of system bucking are investigated by two numerical examples.
Keywords
inelastic; shear deformation; buckling; semi-rigid; stability function; tangent stiffness matrix;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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