Dynamic Response of an Office Building Loaded by an Explosion-generated Air Wave
Result description
This paper deals with determining the dynamic response of a standard office building to a nearby explosion due to a charge of explosives typically concealed in a motor vehicle. The structure is a simple four-storey building with masonry walls and reinforced concrete floors. The response of the structure loaded by the pressure wave was computed by the methodology of equivalent static analysis, and a direct dynamic analysis was also made. The results of the two methods are used for a comparison of their information capacity with reference to the actual behaviour of the structure.
Keywords
The result's identifiers
Result code in IS VaVaI
Alternative codes found
RIV/68407700:21610/06:07142416
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Dynamic Response of an Office Building Loaded by an Explosion-generated Air Wave
Original language description
This paper deals with determining the dynamic response of a standard office building to a nearby explosion due to a charge of explosives typically concealed in a motor vehicle. The structure is a simple four-storey building with masonry walls and reinforced concrete floors. The response of the structure loaded by the pressure wave was computed by the methodology of equivalent static analysis, and a direct dynamic analysis was also made. The results of the two methods are used for a comparison of their information capacity with reference to the actual behaviour of the structure.
Czech name
Dynamická odezva kancelářské budovy zatížené vybuchem generovanou vzdušnou tlakovou vlnou
Czech description
Práce se zabývá porovnáním dynamické odezvy běžné kancelářské budovy, zatížené výbuchem nálože umístěné v motorovém vozidle. Konstrukce je jednoduchá čtyřpodlažní budova s vyzdívanými stěnami a železobetonovými stropy. Odezva konstrukce zatížené tlakovouvlnou byla počítána jednak při použití metodiky ekvivalentního statického výpočtu a rovněž přímého dynamického výpočtu. Výsledky obou metod výpočtu a jejich vypovídací hodnota jsou porovnány s aktuálním chováním konstrukce.
Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
GA103/03/0082: Nonlinear response of structures under extraordinary loads and man induced actions
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2006
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Structures under Shock and Impact IX
ISBN
1-84564-175-2
ISSN
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e-ISSN
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Number of pages
10
Pages from-to
495-504
Publisher name
WIT Press
Place of publication
Southampton
Event location
New Forest
Event date
Jul 3, 2006
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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Basic information
Result type
D - Article in proceedings
CEP
JM - Structural engineering
Year of implementation
2006