Results 61 to 70 of about 885 (186)
Strength of Flanged and Plain Cruciform Members
Advances in Civil Engineering, 2018 There are two different types of cruciform members used in practice. Flanged cruciform sections are typically fabricated from two hot-rolled WT sections welded to the web of a standard hot-rolled I section, whereas plain cruciform sections are typically ...
Nicholas Harris, Girum Urgessa
doaj +1 more source
工程科学与技术, 2015 :Based on the buckling theory of thin-walled members and the total potentials of cold-formed Z and C purlins whose lateral restraints are ignored,the formulae of rotation and lateral displacement of the purlins were obtained under wind suction on the ...
刘逸祥, 童根树, 张磊
doaj
International Journal for Computational Civil and Structural EngineeringThis paper presents a contribution to the study of the stability of steel trusses. The paper proposes an analytical model for the determination of the buckling length coefficient of the truss N by the lateral torsional buckling approach.
Dalila Boukhalfa +3 more
doaj +1 more source
Dataset for large-scale, lateral-torsional buckling tests of continuous beams in a grillage system. [PDF]
Data Brief, 2022 Rageh A, Sun CS, Linzell DG, Puckett JA.
europepmc +1 more source
Elastic Critical Resistance of the Simple Beam Grillage Resulting from the Lateral Torsional Buckling Condition: FEM Modelling and Analytical Considerations. [PDF]
Materials (Basel), 2023 Piotrowski R, Szychowski A, Vičan J.
europepmc +1 more source
Japan Architectural Review, 2019 I‐shaped beams installed in a braced structure are subjected to reversed axial forces during earthquakes. Previously, we have derived the evaluation index and formulae for beams that collapsed with dominant local buckling.
Atsushi Suzuki +2 more
doaj +1 more source
Application of the Rayleigh quotient method in the analysis of stability of straight elastic bars [PDF]
Archives of Civil EngineeringThe paper deals with stability problems of straight elastic bars made of a homogenous isotropic material. The approach concerns both the bars of compact cross-sections and of thin-walled cross-sections, the transverse distortions being neglected.
Radosław Czubacki, Tomasz Lewinski
doaj +1 more source
The Effect of Steel Beam Elastic Restraint on the Critical Moment of Lateral Torsional Buckling. [PDF]
Materials (Basel), 2022 Piotrowski R, Szychowski A.
europepmc +1 more source
Resistance and stability of steel channel section beams
Budownictwo i Architektura, 2013 Analysis of the resistance and stability of steel beam of channel section loaded in the plane parallel to beam web, which does not pass through shear center, is presented in the paper.
Radosław Szczerba
doaj +1 more source
Experimental Study of Lateral-Torsional Buckling of Class 4 Beams at Elevated Temperature. [PDF]
Materials (Basel), 2021 Woźniczka P.
europepmc +1 more source