About: Blast Resistant Design of Structure to Terrorist 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)

Attributes	Values
rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
rdfs:seeAlso	http://paginas.fe.up.pt/~eurodyn2014/CD/papers/495_MS24_ABS_1020.pdf
Description	Evaluations of structures loaded by an explosion based on dynamic displacement and rotation round the central line of plate, wall or beam systems during the action of a dynamic load of this type have been of very topical interest in recent times, as regards the process of evaluating the effects of an explosion on a structure. For structure response calculation the empirical formulas of the explosion load parameters were used. These formulas were derived by the authors for small charges. For determination of explosion effects and structure response were used 3-D analysis, based on detail modelling of the structure. The damage of these structure parts were therefore weighted accordance with the angle of rotation of middle axis/surface and limit stress state/internal forces of selected structure. The own limit values of angles of failure determined experimentally upon explosion load of brick-layered, reinforced concrete and window glass are compared with results of other authors. An example of a specific building was used to discuss the explosion and the building safety hazard for a terrorist charge. Evaluations of structures loaded by an explosion based on dynamic displacement and rotation round the central line of plate, wall or beam systems during the action of a dynamic load of this type have been of very topical interest in recent times, as regards the process of evaluating the effects of an explosion on a structure. For structure response calculation the empirical formulas of the explosion load parameters were used. These formulas were derived by the authors for small charges. For determination of explosion effects and structure response were used 3-D analysis, based on detail modelling of the structure. The damage of these structure parts were therefore weighted accordance with the angle of rotation of middle axis/surface and limit stress state/internal forces of selected structure. The own limit values of angles of failure determined experimentally upon explosion load of brick-layered, reinforced concrete and window glass are compared with results of other authors. An example of a specific building was used to discuss the explosion and the building safety hazard for a terrorist charge. (en)
Title	Blast Resistant Design of Structure to Terrorist Explosion Blast Resistant Design of Structure to Terrorist Explosion (en)
skos:prefLabel	Blast Resistant Design of Structure to Terrorist Explosion Blast Resistant Design of Structure to Terrorist Explosion (en)
skos:notation	RIV/68407700:21610/14:00223602!RIV15-MV0-21610___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(VG20122015089)
http://linked.open...vai/riv/dodaniDat	2015
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	5554
http://linked.open...ai/riv/idVysledku	RIV/68407700:21610/14:00223602
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Explosion; Blast load; Dynamic analysis; Response; Failure assessment (en)
http://linked.open.../riv/klicoveSlovo	Response Dynamic analysis Explosion Blast load Failure assessment
http://linked.open...ontrolniKodProRIV	[F31F3739B048]
http://linked.open...v/mistoKonaniAkce	Porto
http://linked.open...i/riv/mistoVydani	Porto
http://linked.open...i/riv/nazevZdroje	Proceedings of the IX International Conference on Structural Dynamics, EURODYN2014
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	Assessment of safety and risks of transportation structures under accidental actions
http://linked.open...UplatneniVysledku	2014
http://linked.open...iv/tvurceVysledku	Makovička, Daniel Makovička, D.
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2014-06-30 (xsd:date)
issn	2311-9020
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Faculdade de Engenharia da Universidade do Porto
https://schema.org/isbn	978-972-752-165-4
http://localhost/t...ganizacniJednotka	21610

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