About: Blast Resistant Design and Limits of the Response of a Structure to an External Explosion

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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	A 3-D dynamic analysis of an entire structure is used to determine the effects of an explosion and the response of a structure. Damage to the structure is assessed accordingly, firstly by the angle of rotation of the middle axis/surface, and secondly by the limit internal forces of the selected structure. The extreme nature of blast resistance makes it necessary to accept that structural members have some degree of inelastic response in most cases. This enables the application of structure dissipation using the ductility factor. The limits are correlated with qualitative damage expectations. The methodology for dynamic response assessment and its application to the new RC building is discussed. A 3-D dynamic analysis of an entire structure is used to determine the effects of an explosion and the response of a structure. Damage to the structure is assessed accordingly, firstly by the angle of rotation of the middle axis/surface, and secondly by the limit internal forces of the selected structure. The extreme nature of blast resistance makes it necessary to accept that structural members have some degree of inelastic response in most cases. This enables the application of structure dissipation using the ductility factor. The limits are correlated with qualitative damage expectations. The methodology for dynamic response assessment and its application to the new RC building is discussed. (en)
Title	Blast Resistant Design and Limits of the Response of a Structure to an External Explosion Blast Resistant Design and Limits of the Response of a Structure to an External Explosion (en)
skos:prefLabel	Blast Resistant Design and Limits of the Response of a Structure to an External Explosion Blast Resistant Design and Limits of the Response of a Structure to an External Explosion (en)
skos:notation	RIV/68407700:21610/12:00201528!RIV13-GA0-21610___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GAP105/11/1580)
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Makovička, Daniel
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Kloknerův ústav
http://linked.open...dnocenehoVysledku	125260
http://linked.open...ai/riv/idVysledku	RIV/68407700:21610/12:00201528
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	explosion; dynamic analysis; structure response; failure assessment (en)
http://linked.open.../riv/klicoveSlovo	explosion structure response failure assessment dynamic analysis
http://linked.open...ontrolniKodProRIV	[F5DD34A25B6B]
http://linked.open...v/mistoKonaniAkce	Kos
http://linked.open...i/riv/mistoVydani	Southampton
http://linked.open...i/riv/nazevZdroje	Structures Under Shock and Impact XII
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	Transient response of structures under short-term dynamic or impact load due to seismic effects and explosions
http://linked.open...UplatneniVysledku	2012
http://linked.open...iv/tvurceVysledku	Makovička, D. jr. Makovička, Daniel
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2012-09-04 (xsd:date)
issn	1746-4498
number of pages	11 (xsd:int)
http://purl.org/ne...btex#hasPublisher	WIT Press
https://schema.org/isbn	978-1-84564-612-7
http://localhost/t...ganizacniJednotka	21610

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