Tapered thin open section beams on elastic foundation—I. Buckling analysis-Reference-Cited by-同舟云学术

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Tapered thin open section beams on elastic foundation—I. Buckling analysis

Published:1996-12 Issue:5 Volume:61 Page:845-857
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Dube G.P.,Dumir P.C.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference13 articles.

1. Variational formulation of Vlasov theory of thin-walled rods;Dzanelidze;Prikladnaia Math. I Mech.,1943

2. Non-uniform torsion of thin-walled bars of variable section;Bazant;Int. Assoc. Bridge Struct. Engng, Zurich, Switzerland,1965

3. Large deflection spatial buckling of thin-walled beams and frames;Bazant,1973

Cited by 20 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Simplified Analytical Solution for Tapered Circular Elements on Homogeneous or Non-homogeneous Soil;Journal of Physics: Conference Series;2021-10-01

2. Flexural-torsional buckling of cold-formed steel columns with arbitrary cross-section under eccentric axial load;Structures;2020-12

3. An improved shear deformable theory for bending and buckling response of thin-walled FG sandwich I-beams resting on the elastic foundation;Composite Structures;2020-12

4. 15.02: Direct analysis of steel frames with non-prismatic sections via tapered beam-column elements;ce/papers;2017-09

5. Potential of cross section varying Ω stringer made of carbon fibre reinforced plastics;Thin-Walled Structures;2016-06

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