Building structures in danger of flooding

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F05%3A00021528" target="_blank" >RIV/61989100:27120/05:00021528 - isvavai.cz</a>

Výsledek na webu

—

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

Building structures in danger of flooding

Popis výsledku v původním jazyce

The flood soil-structure interaction influences not only settlement and stress of foundation, but also the others bearing elements of building structures. The objectives of this paper are also the results of improving and developing the numerical methodsof soil - structure analysis based on finite element method (FEM). The numerical integration and solving of large non-linear equations by mearts of iteration methods don't make any problem with sharp growth of computer techniques. The base of proposal subsoil model is numerical integration of elastic halfspace, which is loaded by arbitrary shape of loaded area. This is possible by using of Jacobean of transformation and isoparametric plate elements. This proposal original solution was successfully usedfor some tasks, with or without flood water.

Název v anglickém jazyce

Building structures in danger of flooding

Popis výsledku anglicky

The flood soil-structure interaction influences not only settlement and stress of foundation, but also the others bearing elements of building structures. The objectives of this paper are also the results of improving and developing the numerical methodsof soil - structure analysis based on finite element method (FEM). The numerical integration and solving of large non-linear equations by mearts of iteration methods don't make any problem with sharp growth of computer techniques. The base of proposal subsoil model is numerical integration of elastic halfspace, which is loaded by arbitrary shape of loaded area. This is possible by using of Jacobean of transformation and isoparametric plate elements. This proposal original solution was successfully usedfor some tasks, with or without flood water.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

—

Projekt

—

Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2005

Kód důvěrnosti údajů

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

Název statě ve sborníku

Conference of the International-Association-for-Bridge-and Structural Engineering

ISBN

978-3-85748-111-6

ISSN

—

e-ISSN

—

Počet stran výsledku

8

Strana od-do

—

Název nakladatele

IABSE-AIPC-IVBH

Místo vydání

ETH HONGGERBERG, CH-8093 ZURICH, SWITZERLAND

Místo konání akce

New Delhi, India

Datum konání akce

19. 2. 2005

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

—