Revista IBRACON de Estruturas e Materiais, 2020 The global stability of tall reinforced concrete buildings made up of flat slabs is guaranteed, among other factors, by the existence of considerably rigid elements such as elevator cores and stairways.
E. C. ALVES, L. A. FEITOSA
doaj +2 more sources
Effects of Soil-Foundation-Bridge Interaction Subjected to Spatially Varying Earthquake Ground Motion [PDF]
, 2013 The primary purpose of this study is to investigate stochastic responses of a cable-stayed bridge which is built on the Mississippi River in 1987 in USA, subjected to the spatially varying earthquake ground motion by using the finite element method ...
Ates, Sevket, Kuyumcu, Zeliha
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Soil-Structure Interaction [PDF]
, 2012 First the very definition of the soil-structure interaction (SSI) effects is discussed, because it is somewhat peculiar: every seismic structural response is caused by soil-structure interaction forces, but only in certain situations they talk about soil-structure interaction (SSI) effects.
openaire +2 more sources
The effect of soil structure interaction on structural seismic demand: Neglected or considered? [PDF]
, 2013 Construction industry has advanced significantly in terms of size and type in recent years in Albania. However, the design is generally based on a fixed based structural model,and the dynamic soil-structure interaction is often neglected even for soft ...
Julinda Keci, Markel Baballeku
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A non-parametric probabilistic model for soil-structure interaction [PDF]
, 2012 International audienceThe paper investigates the effect of soil-structure interaction on the dynamic response of structures. A non-parametric probabilistic formulation for the modelling of an uncertain soil impedance is used to account for the usual lack
Argoul, Pierre +3 more
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Dynamic Soil-Structure Interaction in Bridge Abutments [PDF]
, 1996 Strong motion obtained in instrumental short-span bridges show the importance of the abutments in the dynamic response of the whole structure. Many models have been used in order to take into account the influence of pier foundations although no reliable
Alarcón Álvarez, Enrique +2 more
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Modelling of acoustic and elastic wave propagation from underground structures using a 2.5D BEM-FEM approach [PDF]
, 2017 This paper presents a numerical method based on a two-and-a-half dimensional (2.5D) boundary element-finite element (BEM-FEM) coupled formulation to study noise and vibration from underground structures.
António, J. +4 more
core +1 more source
Numerical evaluation of the pipe-pile buckling during vibratory driving in sand [PDF]
, 2019 The buckling of steel pipe piles during vibratory driving is numerically studied using the Multi-Material Arbitrary Lagrangian-Eulerian (MMALE) method. This method handles the large soil deformations that occur during pile driving and other geotechnical ...
Aubram, Daniel +3 more
core +1 more source
Optimización de una cimentación pilotada y de la superestructura de un centro comercial mediante simulación de la interacción terreno-estructura en suelos licuefactables con un caso de sismo dimensionante : análisis comparativo de los resultados con y sin interacción terreno estructura [PDF]
, 2015 Congreso celebrado en la Escuela de Arquitectura de la Universidad de Sevilla desde el 24 hasta el 26 de junio de 2015.Soil-structure interaction techniques have been widely written about and largely used in the Energy domain, even if they are still not ...
Cantó, José Vicente +2 more
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Impact of Dynamic Soil-Structure Interaction on Performance of a Single Span Footbridge with Overhangs Subjected to Mining-Induced Shocks. [PDF]
Materials (Basel), 2022 Drygala IJ +3 more
europepmc +1 more source