Results 81 to 90 of about 122 (98)

Bimoment equilibrium of finite segments of Hillerborg plate

Magazine of Concrete Research, 1979
Synopsis The term ‘Hillerborg plate’ is used in this paper to distinguish ‘no-torsion or’ ‘torsion-free’ plates, slabs or grillages subject to two-way bending. A wide range ofstructures (‘space deck’ roofs, bridge decks, concrete slabs) can be treated as Hillerborg plates.
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Warping and bimoment transmission through diagonally stiffened beam-to-column joints

Journal of Constructional Steel Research, 2005
Abstract For beam-to-column rigid joints with a diagonal stiffener, the warping degrees of freedom at the beam-to-column joint have been taken to be continuous in some current literature. A new warping transmission model is presented for this type of joint in this paper, in which the bending deformation and twisting of the diagonal stiffener are ...
G TONG, X YAN, L ZHANG
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To the calculation of orthotropic plates taking into account bimoments

2023
Робота присвячена розробці бімоментної теорії та методу розрахунку товстих пластин у рамках тривимірної теорії пружності. Наводяться основні співвідношення та рівняння руху пластини, побудовані щодо сил, моментів та бімоментів, що виникають через нелінійність закону розподілу переміщень та напруг за її товщиною.
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THE METHOD OF BIMOMENT DISTRIBUTION FOR THE ANALYSIS OF CONTINUOUS THIN-WALLED STRUCTURES SUBJECT TO TORSION.

Proceedings of the Institution of Civil Engineers, 1977
An analytical method for predicting the structural behaviour of thin-walled continuous members subject to torsion is presented, which is based on a direct distribution of bimoments in an analogous manner to the well-known moment distribution method. The analysis produces values of redundant bimoments in a continuous structure from which bimoment and ...
AH KHAN, H TOTTENHAM
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On solution of the problem of bending and vibrations of thick plates on the basis of the bimoment theory

AIP Conference Proceedings, 2022
Usarov Makhamatali, Usanov Furqat
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NEUTRALIZING THE OCCURRENCE OF FLEXURAL-TORSIONAL BIMOMENTS IN STRUCTURAL ELEMENTS

STRUCTURAL MECHANICS AND ANALYSIS OF CONSTRUCTIONS, 2020
M.I. FARFEL, M.I. GUKOVA, D.V. KONDRASHOV, D.Yu KONYASHIN   +3 more
openaire   +1 more source

Improved Interaction Formula for the Plastic Resistance of I- and H-Sections under a Combination of Bending Moments My,Ed, Mz,Ed, and Bimoment BEd

Applied Sciences (Switzerland), 2022
Antonio Agüero, Balaz Ivan
exaly  

Discussion: Bimoment equilibrium of finite segments of Hillerborg plate

Magazine of Concrete Research, 1980
Colin R. Gurley, C. T. Morley, K. O. Kemp, P. G. Lowe   +3 more
openaire   +1 more source

Effect of Bimoments on Yielding of I-Sections

1989
Y.B. Yang, S.M. Chern
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New interaction formula for plastic resistance of channel sections under combinations of bending moments My,Ed, Mz,Ed and bimoment BEd

Structures, 2022
Antonio Agüero
exaly