Results 71 to 80 of about 2,355,404 (203)
MATEC Web of Conferences, 2014 buckling analysis of symmetric and antisymmetric laminated composites plates on an elastic foundation is examined by a new hyperbolic displacement model.
Benselama Khadidja +2 more
doaj +1 more source
Seismic performance of concrete tunnel–sand–pile interaction by the shake table test
Deep Underground Science and Engineering, Volume 4, Issue 3, Page 461-481, September 2025.This research presents the square root sum of squares response of displacements and tunnel moments under the Kobe and Loma Prieta seismic excitations with a peak ground acceleration of 0.05 g for various dry relative densities of local sand in Bangladesh.
Md. Foisal Haque, Mehedi A. Ansary
wiley +1 more source
Hydroelastic oscillation of a plate resting on Pasternak foundation
, 2017 The bending oscillations of the plate, resting in Pasternak foundation and interacting with a vibrating stamp through a thin layer of viscous incompressible liquid, are investigated. On the basis of hydroelasticity problem solution, the laws of the plate
Victor S. Popov +3 more
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A Finite Element Study of the Bending Behavior of Beams Resting on Two-Parameter Elastic Foundation
Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, 2006 Although the Winkler’s model is a poor representation of the many practical subgrade or subbase materials, it is widely used in soil-structure problems for almost one and a half century.
Iancu-Bogdan Teodoru +2 more
doaj
Nonlinear Vibration of Multilayer Nonhomogeneous Moderately-Thick Cylindrical Shells on Three-Parameter Nonlinear Foundations [PDF]
Journal of Applied and Computational MechanicsThis study focuses on the analysis of the nonlinear vibration behavior of nonhomogenous isotropic (NHI) multilayered cylindrical shells resting on three-parameter nonlinear elastic foundations (Winkler-Pasternak type) within a theoretical framework based
Abdullah H. Sofiyev +2 more
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Pasternak Model Formulation of Elastic Displacements in the Case of a Rigid Circular Foundation
Journal of Asian Architecture and Building Engineering, 2007 The classical Winkler model has often been used in many engineering fields. However, it has some shortcomings, because the adjacent displacements are discontinuous.
openaire +2 more sources
International Journal of Mechanical System Dynamics, Volume 5, Issue 3, Page 535-563, September 2025.ABSTRACT This article investigates the nonlinear vibration behavior of porous multidirectional piezoelectric functionally graded nonuniform (PFGN) plates resting on orthotropic variable elastic foundations and subjected to hygrothermal loading. The sigmoidal law is employed to define the multidirectional gradation properties, incorporating porosity ...
Pawan Kumar +2 more
wiley +1 more source
Free vibration analysis of graphene-reinforced FGM microplates under different boundary conditions
Tạp chí Khoa học và Công nghệThis paper analyzes the free vibration of micro-sized plates placed on the Winkler-Pasternak elastic foundation. The microplate is made from functionally graded material (FGM) and reinforced with graphene nanoplatelets (GPLs).
Nguyen Van Loi, Chu Thanh Binh
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Free vibration of thick annular sector plate on Pasternak foundation with general boundary conditions [PDF]
, 2016 In this paper, the free vibration of the thick annular sector plate on Pasternak foundation with general boundary conditions is presented by using the three-dimensional elasticity theory and the improved Fourier series method.
Haoran Bai +3 more
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Free vibration of axially FG curved beam on orthotropic Pasternak foundation via mixed FEM
, 2022 The main objective of this study is to present an accurate and consistent original formulation to describe the interaction between planar straight/curved beam structure and orthotropic foundation by highlighting the problematic orthotropic foundation ...
Eratlı, Nihal +3 more
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