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The behavior in time of the beam propped on the deformable medium

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dc.contributor.author ȚIBICHI, Viorica
dc.date.accessioned 2019-02-12T10:29:00Z
dc.date.available 2019-02-12T10:29:00Z
dc.date.issued 2017
dc.identifier.citation ȚIBICHI, Viorica. The behavior in time of the beam propped on the deformable medium. In: Meridian Ingineresc. 2017, nr. 4, pp. 71-72. ISSN 1683-853X. en_US
dc.identifier.issn 1683-853X
dc.identifier.uri http://repository.utm.md/handle/5014/279
dc.description.abstract Considering the time dependency of the interaction of soil-foundation practice becomes inevitable in creep conditions. Depending on the type of soil, stresses and deformations can vary significantly over time. Soil-foundation interaction analysis is carried out once the work environment by adopting deformable rheological Kelvin-Voigt model. The system of differential equations is developed in Fourier series with respect to time and is solved by successive approximation. en_US
dc.description.abstract Considerarea dependenței de timp a interacțiunii sol-fundație în practică devine inevitabilă în condiții de fluaj. În dependență de tipul solului tensiunile și deformațiile pot varia semnificativ în timp. Analiza interacțiunii sol-fundație este efectuată în lucrarea dată prin adoptarea pentru mediul deformabil a modelului reologic Kelvin-Voigt. Sistemul de ecuații diferențiale se dezvoltă în serii Fourier și în raport cu timpul se rezolvă prin aproximații succesive. ro
dc.description.abstract Compte tenu de la dépendance temporelle de l'interaction sol-fondation en pratique devient inévitables sur conditions de fluage. En fonction du type de sol les tensions en déformations peuvent varier considérablement dans le temps. L’analyse de l'interaction sol-fondation est effectuée dans cet article, en adoptant sur une l'environnement déformable a été adopte le modèle rhéologique de Kelvin-Voigt. Le système d'équations différentielles est conçu pour une série Fourier par rapport au temps, et est résolu par approximations successives. fr
dc.description.abstract Учитывать зависимость, от времени, взаимодействия грунт-фундамент становится неизбежным в условиях ползучести. В зависимости от типа грунта напряжения и деформации могут существенно изменяться с течением времени. В данной работе, анализ взаимодействия грунт-фундамент проводится используя, для моделирования грунта, реологической модели Кельвина-Фойгта. Система дифференциальных уравнений решается с помощью рядов Фурье, и по времени методом последовательных приближений. ru
dc.language.iso en en_US
dc.publisher Technical University of Moldova en_US
dc.rights Attribution-NonCommercial-NoDerivs 3.0 United States *
dc.rights.uri http://creativecommons.org/licenses/by-nc-nd/3.0/us/ *
dc.subject soil-foundation en_US
dc.subject creep en_US
dc.subject soil deformations en_US
dc.subject beams en_US
dc.subject sol-fundație en_US
dc.subject fluaj en_US
dc.subject deformații ale solului en_US
dc.subject grinzi en_US
dc.title The behavior in time of the beam propped on the deformable medium en_US
dc.title.alternative Comportarea în timp a grinzii rezemate pe mediu deformabil en_US
dc.title.alternative Les comportements tandis qui du faisceau penchant sur l'environnement déformable en_US
dc.title.alternative Поведение, во времени, балки лежащей на деформируемом основании en_US
dc.type Article en_US


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