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.

Result code in 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>

Result on the web

<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>

Result language

angličtina

Original language name

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.

Original language description

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.

Czech name

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Czech description

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Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2014

Confidentiality

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

Name of the periodical

Advanced Materials Research. Volume 1020

ISSN

1022-6680

e-ISSN

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Volume of the periodical

1020

Issue of the periodical within the volume

1

Country of publishing house

CH - SWITZERLAND

Number of pages

6

Pages from-to

204-209

UT code for WoS article

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EID of the result in the Scopus database

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