Dynamic Response of Masonry Partition Structure to Inside Explosion Effect, Building Research Journal, Vol. 51 2003, No 1 - 2, pp. 83 - 96

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F45193380%3A_____%2F03%3A00009228" target="_blank" >RIV/45193380:_____/03:00009228 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Dynamic Response of Masonry Partition Structure to Inside Explosion Effect, Building Research Journal, Vol. 51 2003, No 1 - 2, pp. 83 - 96

Popis výsledku v původním jazyce

The project was oriented to the determination of explosion effects and their interactions with building structures, leading to the structure failure. The methodology was based on the theoretical and experimental analysis of the load formation and structural response. The numerical modelling of the structure and its shock load was realised contemporary with experimental analysis. This one was focused to the prediction of the load intensity and its time history in the relation to the explosion chamber configuration and explosion mixture composition. Next, this one deals with the prognosis of the dynamic response of the structure loaded by the explosion effect. In this sense the real mechanical properties of structural materials in relation to the load history effect (in particular to the load repeatability, its intensity and time history) was derived. On the basis of theoretical ? numerical analyses and their experimental verifications especially for masonry structures the principles of

Název v anglickém jazyce

Dynamic Response of Masonry Partition Structure to Inside Explosion Effect, Building Research Journal, Vol. 51 2003, No 1 - 2, pp. 83 - 96

Popis výsledku anglicky

The project was oriented to the determination of explosion effects and their interactions with building structures, leading to the structure failure. The methodology was based on the theoretical and experimental analysis of the load formation and structural response. The numerical modelling of the structure and its shock load was realised contemporary with experimental analysis. This one was focused to the prediction of the load intensity and its time history in the relation to the explosion chamber configuration and explosion mixture composition. Next, this one deals with the prognosis of the dynamic response of the structure loaded by the explosion effect. In this sense the real mechanical properties of structural materials in relation to the load history effect (in particular to the load repeatability, its intensity and time history) was derived. On the basis of theoretical ? numerical analyses and their experimental verifications especially for masonry structures the principles of

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/GA103%2F01%2F0039" target="_blank" >GA103/01/0039: Modelování účinků tlakových polí při havarijních výbuších plynů v uzavřených objektech na stavební konstrukce</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2003

Kód důvěrnosti údajů

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

Název statě ve sborníku

Building Research Journal

ISBN

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ISSN

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e-ISSN

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Počet stran výsledku

14

Strana od-do

83-96

Název nakladatele

Neuveden

Místo vydání

Neuveden

Místo konání akce

Praha

Datum konání akce

1. 1. 2003

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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