Results 61 to 70 of about 307 (89)
AXISYMMETRIC FREE VIBRATION OF THIN PROLATE SPHEROIDAL SHELLS
Journal of Engineering, 2006 In this paper a detailed study of the theory of free axisymmetric vibration of thin isotropic prolate spheroidal shells is presented. The analysis is performed according to Rayleigh – Ritz method. This method as well as an approximate modeling technique
Ahmed A. Hassan +2 more
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INFLUENCE OF THE LENGHTS RATIO TO THE STATIC ANSWER IN THE MOVEMENT OF A ROAD DECK [PDF]
Fiabilitate şi Durabilitate, 2017 The article presents a method to obtaining the static response bridge-vehicle system in displacements,and the influence of the lengths ratio of the deck bridge on this response.
Ovidiu GAVRIŞ
doaj
Free Vibration Analysis of Cylindrical Shell from Fiberglass with Navier Boundary Conditions
Механика машин, механизмов и материалов, 2011 The analytical solution of approximate natural frequencies for the free vibration of cylindrical shells of GFRP (glass fiber reinforced plastic) with Navier boundary conditions is presented using the Rayleigh-Ritz method, while the winding angle varies ...
S.M. Bosiakov , W. Zhiwei
doaj
AcousticsConsidering the lack of studies on the transient vibro-acoustic properties of conical shell structures, a Jacobi–Ritz boundary element method for forced vibro-acoustic behaviors of structure is proposed based on the Newmark-β integral method and the ...
Cong Gao +5 more
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THE INFLUENCE OF ROAD DECK BRIDGE THICKNESS ON THE DYNAMIC DISPLACEMENT RESPONSE [PDF]
Fiabilitate şi Durabilitate, 2017 The article presents a method to obtaining the dynamic response bridge-vehicle system in displacements, for sustainable dimensioning of the road decks bridge. The method used is the numerical finite strips method (FSM) associated with the Rayleigh-Ritz
Ovidiu GAVRIŞ
doaj
Rayleigh-Ritz variational method with suitable asymptotic behaviour
Open Physics, 2014 Fernández Francisco, Garcia Javier
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Engineering Transactions, 1996 A numerical study on the convergence properties of the Rayleigh-Ritz method is presented, for the dynamic analysis of beams with continuously varying cross-section. The beam is assumed to be slender, the Euler-Bernoulli hypotheses are accepted, and some
N.M. Auciello
doaj
Accurate calculation of the bound states of the quantum dipole problem in two dimensions
Open Physics, 2012 Amore Paolo
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The Post-Buckling Behaviour of Thin-Walled Columns in the Elasto-Plastic Range
Engineering Transactions, 1986 The post-buckling behaviour in the elasto-plastic range of thin-walled, steel columns subject to uniform compression is analysed. The problem is solved using the Rayleigh-Ritz variational method involving plasticity.
K. Kowal-Michalska, R. Grądzki
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Understanding and managing the threat of common method bias: Detection, prevention and control
Tourism Management, 2021Albert Assaf +2 more
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