Listar Mecánica de Medios Continuos y Teoría de Estructuras por título
Mostrando ítems 1-20 de 628
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Artículo
3D analysis of railway induced vibrations on skew girder bridges including ballast track–bridge interaction effects
(Elsevier, 2023-03)This work is devoted to the analysis of the vibratory response of High-Speed (HS) multi-track railway bridges composed by ...
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3D non-linear time domain FEM-BEM approach to soil-structure interaction problems
(Elsevier, 2013)Dynamic soil-structure interaction is concerned with the study of structures supported on flexible soils and subjected to ...
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3D printed energy harvesters for railway bridges-Design optimisation
(Elsevier, 2023-05)This paper investigates the optimal design of 3D printed energy harvesters for railway bridges. The type of harvester ...
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Ponencia
A 2.5D BEM-FEM using a spectral approach to study scattered waves in fluid–solid interaction problems
(WITPress, 2019)This work presents a two-and-a-half dimensional (2.5D) spectral formulation based on the finite element method (FEM) and ...
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A 2.5D coupled FE-BE model for the prediction of railway induced vibrations
(Elsevier, 2010)Ground vibrations induced by railway traffic at grade and in tunnels are often studied by means of two-and-half dimensional ...
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A 2.5D coupled FE–BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace
(Elsevier, 2010-04)This paper presents a general 2.5D coupled finite element–boundary element methodology for the computation of the dynamic ...
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Ponencia
A 2.5D spectral approach to represent acoustic and elastic waveguides interaction on thin slab structures
(Elsevier, 2017)In this paper, we propose a spectral element method (SEM) to study guided waves in coupled problems involving ...
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A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects
(Elsevier, 2019-05)A new hybrid time-frequency modelling methodology is proposed to simulate the generation of railway vibration caused by ...
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A 3-D boundary element model for the dynamic analysis of arch dams with porous sediments
(WIT Press, 2001)A three-dimensional boundary element technique for dynamic analysis of arch dams including dynamic interaction and sediments ...
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A 3D Numerical Mode for HST Induced Vibrations
(Multi-Science Publishing, 2010)A general numerical model for the analysis of soil motion due to high-speed train passage and effects on nearby surface ...
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A 3D time domain numerical model based on half-space Green's function for soil-structure interaction analysis
(Springer, 2014)This paper presents a numerical method based on a three dimensional boundary element-finite element (BEM- FEM) coupled ...
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Ponencia
A BEM based on the Bézier/Bernstein polynomial for acoustic waveguide modelization
(WIT Press, 2019)This paper proposes a novel boundary element approach formulated on the Bézier–Bernstein basis to yield a geometry-independent ...
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A common framework for the robust design of tuned mass damper techniques to mitigate pedestrian-induced vibrations in lively footbridges
(Elsevier Ltd, 2021)The dynamic response of modern slender footbridges is usually sensitive to both the pedestrian actions and the uncertainties ...
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A continuum large-deformation theory for the coupled modeling of polymer–solvent system with application to PV recycling
(Elsevier, 2023-06)Nowadays recycling of photovoltaics (PV) using the solvent method is becoming a very hot topic as massive products deployed ...
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A coupled approach to predict cone-cracks in spherical indentation tests with smooth or rough indenters
(Elsevier, 2023-09)Indentation tests are largely exploited in experiments to characterize the mechanical and fracture properties of the ...
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A critical study on the experimental determination of stiffness and viscosity of the human triceps surae by free vibration methods
(Sage, 2013-09)Muscles and tendons play an important role in human performance. Their mechanical behaviour can be described by ...
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A crowd-structure interaction model to analyze the lateral lock-in phenomenon on footbridges
(WIT Press, 2018)In this paper a simplified biomechanical crowd-structure interaction model is proposed and validated in order to analyse ...
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Artículo
A direct pedestrian-structure interaction model to characterize the human induced vibrations on slender footbridges
(Consejo Superior de Investigaciones Científicas, CSIC: Instituto Eduardo Torroja, 2014)Although the scientific community had knowledge of the human induced vibration problems in structures since the end of the ...
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A finite element implementation of phase-field approach of fracture for nonlinear solid shells including inelastic material behavior
(ELSEVIER, 2024)The parametrization of shell structures using the so-called solid shell concept has been widely exploited in the last ...