Horizontal Vibrations of Embedded Foundation in Multi-Layered Poroelastic Soils
Journal of the Civil Engineering Forum, 2019 In this paper, the dynamic response of rigid foundations of arbitrary shape embedded in multi-layered poroelastic soils subjected to time-harmonic horizontal loading is presented.
Teerapong Senjuntichai
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Physical significance of the curvature varifold-based description of crack nucleation
, 2010 The nucleation and/or growth of cracks in elastic-brittle solids has been recently described in [14] in terms of a special class of measures and with a variational technique requiring the minimization of a certain energy over classes of bodies. Here, the
Mariano, Paolo Maria
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Thermal buckling and postbuckling of functionally graded multilayer GPL-reinforced composite beams on nonlinear elastic foundations. [PDF]
Heliyon, 2023 Lv Y, Zhang J, Li L.
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Buckling and Free Vibration Analyses of Various Nanoparticle Reinforced Concrete Beams Resting on Multi-Parameter Elastic Foundations. [PDF]
Materials (Basel), 2023 Dine Elhennani S +8 more
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On preconditioning strategies for geotechnics [PDF]
, 2005 Iterative solvers are of increasing interest in geomechanics with the move towards 3D finite element modelling. Potentially, these methods can lead to reduced computational complexity as, unlike direct methods, they do not require the full system matrix ...
Augarde, C.E.
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Quantum Structure in Economics: The Ellsberg Paradox
, 2012 The 'expected utility hypothesis' and 'Savage's Sure-Thing Principle' are violated in real life decisions, as shown by the 'Allais' and 'Ellsberg paradoxes'. The popular explanation in terms of 'ambiguity aversion' is not completely accepted.
Aerts, Diederik, Sozzo, Sandro
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Isogeometric Analysis of Graphene-Reinforced Functionally Gradient Piezoelectric Plates Resting on Winkler Elastic Foundations. [PDF]
Materials (Basel), 2022 Liang Y, Zheng S, Chen D.
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NUMERICAL ANALYSIS OF THIN BEAMS RESTING ON NONLINEAR ELASTIC FOUNDATIONS
Journal of Engineering, 2010 The finite difference method is used for solving the basic differential equation for the elastic deformation of a thin beam supported on a nonlinear elastic foundation.
Adel A. Al-Azzawi
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Instability analysis procedure for 3-level multi-bearing rotor-foundation systems [PDF]
A procedure for the instability analysis of a three-level multispan rotor systems is described. This procedure is based on a distributed mass elastic representation of the rotor system in several eight-coefficient bearings. Each bearing is supported from
Rieger, N. F., Zhou, S.
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Static analysis of composite beams on variable stiffness elastic foundations by the Homotopy Analysis Method. [PDF]
Acta Mech, 2021 Doeva O, Masjedi PK, Weaver PM.
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