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A further study about the behaviour of foundation piles and beams in a Winkler-Pasternak soil
(Pergamon-Elsevier Science Ltd, 2002-01)
The natural vibrations and critical loads of foundation beams embedded in a soil simulated with two elastic parameters through the Winkler-Pasternak (WP) model are analysed. General end supports of the beam are considered ...
Análise de vigas anisotrópicas, funcionalmente graduadas e compósitas laminadas apoiadas em base elática Winkler – Pasternak
(DEC - Departamento de Engenharia Civil – São Cristóvão - PresencialUniversidade Federal de Sergipe, 2022)
Estimativas dos momentos estatísticos para o problema de flexão estocástica de viga em uma fundação Pasternak
(Universidade Tecnológica Federal do ParanáCuritibaPrograma de Pós-Graduação em Engenharia Mecânica e de Materiais, 2015-03-20)
This work proposes the resolution of stochastic bending problem in a Euler- Bernoulli beam, on a foundation type Pasternak, through a computational method based on Monte Carlo simulation. Uncertainty is present in the ...
Quantificação da incerteza do problema de flexão estocástica de uma viga de Euler-Bernoulli, apoiada em fundação de Pasternak, utilizando o método estocástico de Galerkin e o método dos elementos finitos estocásticos
(Universidade Tecnológica Federal do ParanáCuritibaPrograma de Pós-Graduação em Engenharia Mecânica e de Materiais, 2014-12-12)
This study presents a methodology, based on the Galerkin method, to quantify the uncertainty in the stochastic bending problem of an Euler-Bernoulli beam resting on a Pasternak foundation. The uncertainty in the stiffness ...
An original FSDT to study advanced composites on elastic foundation
(Elsevier Ltd, 2017)
An original FSDT to study advanced composites on elastic foundation
(Elsevier Ltd, 2017)
Analysis of beam-column elements on non-homogeneous soil using the differential transformation methodAnálisis de elementos viga-columna en suelos no-homogéneos usando el método de la transformada diferencial
(Universidad de Antioquia, Facultad de IngenieríaGrupo de Investigación en Infraestructura (GII)Medellín, Colombia, 2022)
Analytical solution for the soil-structure interaction of a non-uniform section pile on non-homogeneous soil conditions
(Universidad Nacional de ColombiaMedellín - Minas - Maestría en Ingeniería - GeotecniaFacultad de MinasMedellín, ColombiaUniversidad Nacional de Colombia - Sede Medellín, 2022-12)
Non-prismatic piles are typically used in cases where large lateral loads must be resisted.
In many applications, these elements are implemented in partially and fully-embedded
layered soils to improve the load transfer ...