ELASTIC LATERAL AND RESTRAINED DISTORTIONAL BUCKLING OF DOUBLY SYMMETRIC I-BEAMS

DOI10.1142/S0219455410003865zbMath1271.74089OpenAlexW2095464615MaRDI QIDQ2846034

Wei Chen, JiHong Ye

Publication date: 5 September 2013

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

Full work available at URL: https://doi.org/10.1142/s0219455410003865

zbMATH Keywords

energy methodlateral bucklingI-beamslateral distortional bucklingrestrained distortional bucklingtransverse distributed load

Mathematics Subject Classification ID

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

Related Items

ELASTIC RESTRAINED DISTORTIONAL BUCKLING OF STEEL-CONCRETE COMPOSITE BEAMS BASED ON ELASTICALLY SUPPORTED COLUMN METHOD, 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 flexural–torsional buckling of structures by computer