Results 41 to 50 of about 122 (98)
Effect of Construction Method on Shear Lag in Prestressed Concrete Box Girders
Mathematical Problems in Engineering, Volume 2012, Issue 1, 2012., 2012 Most of the previous researches conducted on shear lag of box girders were only concerned about simple types of structures, such as simply supported and cantilever beams. The structural systems concerned in these previous researches were considered as determined and unchangeable. In this paper, a finite element method considering shear lag and creep of
Shi-Jun Zhou, Zheng-Guang Wu
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The Finite Elements Research for Calculation of Thin-Walled Bar Systems [PDF]
Инженерно-строительный журнал, 2012 This article is written to continue the article of recent issue of the journal (Lalin V.V., Rybakov V.A. The finite elements for design of building walling made of thin-walled beams) considered the creating of 4 types of finite elements – depending on a ...
S.A. Morozov, V.A. Rybakov, V.V. Lalin
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Dynamic Analysis of Horizontally Curved Thin‐Walled Box‐Girder Bridge due to Moving Vehicle
Shock and Vibration, Volume 14, Issue 3, Page 229-248, 2007., 2007 The impact on curved box‐girder bridges due to vehicle moving across rough bridge deck have been analyzed using bridge‐vehicle coupled dynamics. The bridge deck unevenness has been assumed to be a homogeneous random process in space specified by a PSD function.
K. Nallasivam +2 more
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Dynamic Stiffness Analysis of Curved Thin‐Walled Beams
Shock and Vibration, Volume 1, Issue 1, Page 77-88, 1993., 1993 The natural vibration problem of curved thin‐walled beams is solved by the dynamic stiffness method. The dynamic stiffness of a curved open thin‐walled beam is given. The computed natural frequencies of the beam are compared with those obtained by a completely analytical method to show the high accuracy of the present method.
A.Y.T. Leung, W.E. Zhou
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Hydro‐Climatic Modelling for Water Resources: From Processes to Adaptive Management and Governance
Hydrological Processes, Volume 39, Issue 12, December 2025.This study explores hydro‐climatic modelling through theoretical analysis, experimental investigations and advanced simulations (DNS, LES, CFD). By examining multi‐scale dynamics, microphysical processes and biogeochemical cycles (water, carbon, nitrogen), it analyses feedback complexities and cross‐scale interactions.
Jamel Chahed
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The finite elements for design of building walling made of thin-walled beams (rus) [PDF]
Инженерно-строительный журнал, 2011 In modern society in Russia and abroad there have been observed a wide application of a metalware in industrial and civil engineering. Special place in the building industry is belonged to light steel thin-walled constructions, which have a lot of ...
Rybakov V.A., Lalin V.V.
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Application of superelements in static analysis of thinâ€walled structures
Journal of Civil Engineering and Management, 2004 A concept of a beam superelement is suggested as a new tool in the static analysis of structures made of thinâ€walled members. This proposal seems to be especially attractive for treating the problems where the existing oneâ€dimensional models do not ...
Ireneusz Kreja +2 more
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Advancements to the equivalent compression flange method
Steel Construction, Volume 17, Issue 4, Page 223-241, November 2024.Abstract The simplified method of the equivalent compression flange represents an illustrative and easy‐to‐use engineering model for lateral torsional buckling. The basic concept of the verification procedure has existed since its introduction in the 1950s.
Fabian Jörg +3 more
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The stress-strain state of frame constructions’ elements from thin-walled cores [PDF]
Строительство уникальных зданий и сооружений, 2013 This article provides an overview of features and problems concerning analysis of stress-strain state (SSS) in elements of thin-frame structures both open and closed sections; as well as some of the specific effects of their work (warping of the cross ...
Vladimir Aleksandrovich Rybakov +1 more
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Statyka Mostu o Przekroju Otwartym w Łuku
Engineering Transactions, 1957 The subject of this paper is the derivation of accurate and approximate equations of structural analysis for an open cross-section bridge (Fig. 1). It is assumed that the total torque is equilibrated by a pair of shearing forces in principal girders. The
P. Wilde
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