Comparison of Measured Deformation of the Plate in Interaction with the Subsoil and the Results of 3D Numerical Model, Proceedings of The 6th International Conference on Contemporary Problems of Architecture and Construction, p. 93 , ISBN 978-80-248-3147-3, Ostrava, 2014.

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F14%3A86089711" target="_blank" >RIV/61989100:27120/14:86089711 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMR.1020.204" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMR.1020.204</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMR.1020.204" target="_blank" >10.4028/www.scientific.net/AMR.1020.204</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Comparison of Measured Deformation of the Plate in Interaction with the Subsoil and the Results of 3D Numerical Model, Proceedings of The 6th International Conference on Contemporary Problems of Architecture and Construction, p. 93 , ISBN 978-80-248-3147-3, Ostrava, 2014.

Popis výsledku v původním jazyce

In the context with the solution of interaction of foundation structures and subsoil is complexity of a static solution given mainly by selection of a computational model, effects of physical-nonlinear behaviour of such structure and co-effects of the upper structure and the foundation structure. The purpose of this paper is to compare subsidence of the foundation measured during the experiment and numerical calculations based on FEM. This paper describes how calculated displacements depend on parameters of subsoil modeled by 3D finite elements. The parametric study includes charts of the dependence of resulting displacement on the choice of boundary conditions, on the size of the modeled area represents the subsoil, on the depth of 3D subsoil model and the size of the ground plan area 3D subsoil model.

Název v anglickém jazyce

Comparison of Measured Deformation of the Plate in Interaction with the Subsoil and the Results of 3D Numerical Model, Proceedings of The 6th International Conference on Contemporary Problems of Architecture and Construction, p. 93 , ISBN 978-80-248-3147-3, Ostrava, 2014.

Popis výsledku anglicky

In the context with the solution of interaction of foundation structures and subsoil is complexity of a static solution given mainly by selection of a computational model, effects of physical-nonlinear behaviour of such structure and co-effects of the upper structure and the foundation structure. The purpose of this paper is to compare subsidence of the foundation measured during the experiment and numerical calculations based on FEM. This paper describes how calculated displacements depend on parameters of subsoil modeled by 3D finite elements. The parametric study includes charts of the dependence of resulting displacement on the choice of boundary conditions, on the size of the modeled area represents the subsoil, on the depth of 3D subsoil model and the size of the ground plan area 3D subsoil model.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2014

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Advanced Materials Research. Volume 1020

ISSN

1022-6680

e-ISSN

—

Svazek periodika

1020

Číslo periodika v rámci svazku

1

Stát vydavatele periodika

CH - Švýcarská konfederace

Počet stran výsledku

6

Strana od-do

204-209

Kód UT WoS článku

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EID výsledku v databázi Scopus

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