Dynamic Analysis of Plates on Elastic Foundation

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F02%3A01077121" target="_blank" >RIV/68407700:21110/02:01077121 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Dynamic Analysis of Plates on Elastic Foundation

Original language description

The objectiv of this paper is to describe an efficient model for dynamic analysis of large plates supported by an elastic soil medium. For the description of the dynamic behaviour of the soil medium a model based on Winkler-Pasternak assumptions has beendeveloped. This model includes beside compresion also shear deformations and it is not only able to express reality closely but it is applicable in the vicinity of the structure. The deformation properties of the subsoil at the contact with the structure are described by two frequency dependent parameters C1 (Winkler) and C2 (Pasternak). Thus the three-dimensional character of the problem can be included as well as the geometric damping in the soil medium

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

<a href="/en/project/GA103%2F01%2F1528" target="_blank" >GA103/01/1528: Dynamic heavy vehicle - bridge interaction</a><br>

Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2002

Confidentiality

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

Article name in the collection

Structural Dynamics - EURODYN2002. Volume 2

ISBN

90 5809 512 6

ISSN

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e-ISSN

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Number of pages

6

Pages from-to

887-892

Publisher name

A. A. Balkema

Place of publication

Rotterdam

Event location

Munich

Event date

Sep 2, 2002

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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