BIMOMENT TRANSFER IN THIN-WALLED FRAMED STRUCTURES WITH FLEXIBLE JOINTS
Journal of Structural and Construction Engineering (Transactions of AIJ), 1990 Kunihiro TAKAHASHI, Hirofumi KAWAKAMI
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This article examines the transverse vibration of a rectangular plate structure, with all sides fixed, under normal loads applied to its surface using bimoment plate theory. The problem was solved using the finite difference method. Numerical results for
Усаров, Махматалі +2 more
core
DISCUSSION. THE METHOD OF BIMOMENT DISTRIBUTION FOR THE ANALYSIS OF CONTINUOUS THIN-WALLED STRUCTURES SUBJECT TO TORSION. [PDF]
Proceedings of the Institution of Civil Engineers, 1978 AH KHAN, H TOTTENHAM, GH BEGUIN
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Vierkante koker, aan één uiteinde belast door een transversaal bimoment
, 1968 openaire +1 more source
Design and Optimization of Cold-Formed Steel Sections in Bolted Moment Connections Considering Bimoment [PDF]
Journal of Structural Engineering, 2020 The load transfer mechanism in cold-formed steel (CFS) bolted moment connections is mainly through the bolt group in the web of beam elements, which may lead to relatively large bimoment and warping deformations. While the bimoment effects can be considered in the Direct Strength Method (DSM), ignoring the fact that the bolt-group length in the ...
James B.P. Lim +2 more
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Influence of Bimoment on the Torsional and Flexural–Torsional Elastic Stability of Thin-Walled Beams
Thin-Walled Structures, 2015 Abstract This article studies the influence of the bimoment on the buckling of thin-walled beams with open cross section subjected to axial loading. In the case of torsional and torsional-flexural buckling of thin-walled Z-section beam, it is shown that influence of the bimoment could be of importance in the assessment of buckling loads.
A Prokić
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Bimoment Contribution to Buckling of Thin-Walled Beams With Different Boundary Conditions
Journal of Engineering Mechanics - ASCE, 2017 AbstractIn this paper the influence of bimoment, induced by external axial loads, on the global buckling of thin-walled Z-section beams, subjected to different boundary conditions, is studied.
A Prokić
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Influence of Bimoment Restraints on the Load-Bearing Capacity of a Steel I-Beam [PDF]
Civil and Environmental Engineering Reports, 2020 The study presents an analysis of steel I-beam warping. The calculations were made for hot-rolled IPE200 hinged beams with different lengths. After determining load-bearing capacity using the GMNIA method, the beams were strengthened with bimoment restraints at each end. The changes in critical moment and load-bearing capacity were then evaluated.
Krzysztof Wierzbicki
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Bimoment Influence on the Design of Steel Elements According to the European Standards
Ce/PapersAbstract In addition to axial forces and bending moments, the bimoment can significantly influence both the resistance and stability of steel members, independently of the geometry of their cross‐section. The complex interaction between the bimoment and other internal forces, and its implications for overall frame stability, remains ...
Marco Simoncelli
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Torsional Buckling of Thin-Walled Beams in Presence of Bimoment Induced by Axial Loads [PDF]
Tehnicki Vjesnik, 2015 In this paper the influence of the bimoment induced by external axial loads on the elastic torsional buckling of thin-walled beams with open cross-section is studied. The governing differential equations of a deformed thin-walled beam consistent with Vlasov's classical assumptions are derived applying the principle of virtual displacements. It is shown
Aleksandar Prokić
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