ELASTIC RESTRAINED DISTORTIONAL BUCKLING OF STEEL-CONCRETE COMPOSITE BEAMS BASED ON ELASTICALLY SUPPORTED COLUMN METHOD

DOI10.1142/S0219455413500016zbMath1359.74113OpenAlexW2170231267MaRDI QIDQ2972182

Wei Chen, JiHong Ye

Publication date: 7 April 2017

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219455413500016

zbMATH Keywords

composite beamsrestrained distortional bucklingelastically supported column methodequivalent moment assumptionsimplified formulas

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Related Items (2)

Elastic Distortional Buckling Analysis of I-Steel Concrete Composite Beam Considering Shear Deformation ⋮ Distortional buckling analysis of steel-concrete composite girders in negative moment area

Cites Work

• ELASTIC LATERAL AND RESTRAINED DISTORTIONAL BUCKLING OF DOUBLY SYMMETRIC I-BEAMS
• Elastic flexural–torsional buckling of structures by computer

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