Results 1 to 10 of about 21,332,233 (91)
Application of monosymmetrical I-beams in light metal frames with variable stiffness [PDF]
Trudy Odesskogo Politehničeskogo Universiteta, 2016 The article is devoted to effectiveness of using of monosymmetrical I-beams with flexible wall frame structures of variable section, features of their calculation and design. Aim: The aim of research is to confirm the feasibility of I-beams with flexible
I.O. Sklyarov
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Buckling Properties of Monosymmetric I-Beams [PDF]
Journal of the Structural Division, 1980 Approximations are derived for the section properties required for the calculation of the elastic critical loads of monosymmetric I-beams and are found to be related to the ratio of compression flange and section minor axis second moments of area. Approximations are obtained that are applicable to I-sections with unequal and lipped flanges and that are
Kitipornchai, S, Trahair, NS
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Investigation of Lateral-Torsional Buckling Strength Trends in Monosymmetric Stepped I-Beams Subjected to Several Loading Conditions [PDF]
Journal of Korean Society of Hazard Mitigation, 2014 It has been proven in recent studies that for monosymmetric I-section beams, in considering bending moment diagrams caused by any combination of applied end moments and transverse loads acting at the shear centre, the lowest critical lateral torsional buckling moment does not necessarily correspond to uniform bending. This finding is different from the
Albert S. Surla, Jong Sup Park
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Elastic lateral torsional buckling strength of monosymmetric stepped I-beams
KSCE Journal of Civil Engineering, 2012 This paper reports the results of parametric analyses for the lateral torsional buckling strengths of singly symmetric stepped Ibeams with constant depth subjected to general loading conditions. Simply supported beams with varying monosymmetric ratios from 0.1 to 0.9 were analyzed using a finite element program ABAQUS and a regression program MINITAB ...
Kathleen Mae Gelera, Jong Sup Park
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Journal of the Korea Academia-Industrial cooperation Society, 2009 This study investigates elastic lateral-torsional buckling(LTB) of monosymmetric doubly stepped I-beams subjected to pure bending based on finite element analysis(FEA). The results from the FEA are used for new design stepped equation, Cst. The equations are compared with the results from the FEA. The comparison indicates that the new equation provides
Jong-Sup Park, Jeong-Jae Oh
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LATERAL-TORSIONAL BUCKLING OF MONOSYMMETRIC I-BEAMS WITH COMPACT SECTION
Doboku Gakkai Ronbunshu, 1997 Masahiro Kubo +2 more
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LATERAL-TORSIONAL BUCKLING OF MONOSYMMETRIC I-BEAMS WITH NON-COMPACT SECTION
Doboku Gakkai Ronbunshu, 1998 Masahiro Kubo +3 more
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Erratum to : LATERAL-TORSIONAL BUCKLING OF MONOSYMMETRIC I-BEAMS WITH COMPACT SECTION
Doboku Gakkai Ronbunshu, 1997 openaire +2 more sources
Buckling properties of monosymmetric I-Beams [PDF]
, 1979 Approximations are derived for the section properties required for the calculation of the elastic critical loads of monosymmetric I-beams, and are found to be related to the ratio of compression flange and section minor axis second moments of area. Approximations are obtained which are applicable to I-sections with unequal and lipped flanges, and which
S. (Sritawat) Kitipornchai +1 more
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Some of the next articles are maybe not open access.
Buckling Capacities of Monosymmetric I‐Beams
Journal of Structural Engineering, 1986The paper examines the elastic lateral buckling of simply supported monosymmetric I-beams under ransverse loads. Solutions are obtained in terms of the easily evaluated degree of beam monosymmetry parameter, ρ, and the beam parameter, K. It was found that the moment modification factors of double symmetric I-beams presently used in design formulas to ...
Wang, C. M., Kitipornchai, S.
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