About: Probabilistic load bearing capacity assessment of post-tensioned composite bridge

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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	With respect to the current state of existing bridges an importance of load bearing capacity and reliability evaluation is growing up. As a case study an existing single-span road bridge made of post-tensioned concrete MPD4 girders was used. The paper deals with determination of load-bearing capacity which is performed using nonlinear FEM computational model and regarding the random properties of load and material parameters the fully probabilistic approach is used. Owing to the type of the bridge, the values of individual load bearing capacities are assessed with respect to the ultimate limit state, as well as the serviceability limit states. With respect to the current state of existing bridges an importance of load bearing capacity and reliability evaluation is growing up. As a case study an existing single-span road bridge made of post-tensioned concrete MPD4 girders was used. The paper deals with determination of load-bearing capacity which is performed using nonlinear FEM computational model and regarding the random properties of load and material parameters the fully probabilistic approach is used. Owing to the type of the bridge, the values of individual load bearing capacities are assessed with respect to the ultimate limit state, as well as the serviceability limit states. (en)
Title	Probabilistic load bearing capacity assessment of post-tensioned composite bridge Probabilistic load bearing capacity assessment of post-tensioned composite bridge (en)
skos:prefLabel	Probabilistic load bearing capacity assessment of post-tensioned composite bridge Probabilistic load bearing capacity assessment of post-tensioned composite bridge (en)
skos:notation	RIV/00216305:26110/13:PU107858!RIV14-GA0-26110___
http://linked.open...avai/riv/aktivita	P S
http://linked.open...avai/riv/aktivity	P(GA13-03662S), S
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Šomodíková, Martina Lehký, David Doležel, Jiří
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	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	99662
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/13:PU107858
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Bridges, load bearing capacity, MPD girder, probabilistic nonlinear analysis, reliability assessment (en)
http://linked.open.../riv/klicoveSlovo	probabilistic nonlinear analysis load bearing capacity reliability assessment Bridges MPD girder
http://linked.open...ontrolniKodProRIV	[FFC05D36B5E3]
http://linked.open...v/mistoKonaniAkce	Brno
http://linked.open...i/riv/mistoVydani	Brno, Česká republika
http://linked.open...i/riv/nazevZdroje	Poceedings of 11th International Probabilistic Workshop
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Fracture-mechanical parameters of quasibrittle materials in simulation of structural response (FRAPA)
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Lehký, David Šomodíková, Martina Doležel, Jiří
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2013-11-06 (xsd:date)
number of pages	10 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-80-214-4800-1
http://localhost/t...ganizacniJednotka	26110

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