About: Stabilita spojitého ocelobetonového mostního nosníku

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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	This paper is focused on composite bridges consisting of several parallel I beams connected to a concrete deck. One of the main tasks for this kind of structure is to assure stability. Lateral buckling can occur in the hogging bending regions over the inner support. The mode of buckling is not lateral torsional, because the section web distorts. The phenomenon is usually called lateral distortional buckling (LDB). Because there is no analytical solution for this kind of buckling, the inverted U-frame method is commonly used for approximation. This method has been continuously improved, but still a better precision should be gained. There is a parametrical study on a model of composite bridge girders developing by Author and some preliminary results are discussed in this paper. This paper is focused on composite bridges consisting of several parallel I beams connected to a concrete deck. One of the main tasks for this kind of structure is to assure stability. Lateral buckling can occur in the hogging bending regions over the inner support. The mode of buckling is not lateral torsional, because the section web distorts. The phenomenon is usually called lateral distortional buckling (LDB). Because there is no analytical solution for this kind of buckling, the inverted U-frame method is commonly used for approximation. This method has been continuously improved, but still a better precision should be gained. There is a parametrical study on a model of composite bridge girders developing by Author and some preliminary results are discussed in this paper. (en) This paper is focused on composite bridges consisting of several parallel I beams connected to a concrete deck. One of the main tasks for this kind of structure is to assure stability. Lateral buckling can occur in the hogging bending regions over the inner support. The mode of buckling is not lateral torsional, because the section web distorts. The phenomenon is usually called lateral distortional buckling (LDB). Because there is no analytical solution for this kind of buckling, the inverted U-frame method is commonly used for approximation. This method has been continuously improved, but still a better precision should be gained. There is a parametrical study on a model of composite bridge girders developing by Author and some preliminary results are discussed in this paper. (cs)
Title	Stabilita spojitého ocelobetonového mostního nosníku Stabilita spojitého ocelobetonového mostního nosníku (cs) Stability of Continuous Composite Bridge Girder (en)
skos:prefLabel	Stabilita spojitého ocelobetonového mostního nosníku Stabilita spojitého ocelobetonového mostního nosníku (cs) Stability of Continuous Composite Bridge Girder (en)
skos:notation	RIV/68407700:21110/14:00218606!RIV15-MSM-21110___
http://linked.open...avai/riv/aktivita	S
http://linked.open...avai/riv/aktivity	S
http://linked.open...vai/riv/dodaniDat	2015
http://linked.open...aciTvurceVysledku	Řehoř, Filip
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 / Fakulta stavební
http://linked.open...dnocenehoVysledku	46933
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/14:00218606
http://linked.open...riv/jazykVysledku	cze - čeština
http://linked.open.../riv/klicovaSlova	Lateral Buckling; Distortion; Composite Structures; U-frame; Girders; Distortion (en)
http://linked.open.../riv/klicoveSlovo	Lateral Buckling Distortion Composite Structures U-frame Girders
http://linked.open...ontrolniKodProRIV	[03E91986D73F]
http://linked.open...v/mistoKonaniAkce	Praha
http://linked.open...i/riv/mistoVydani	Praha
http://linked.open...i/riv/nazevZdroje	Sborník semináře doktorandů katedry ocelových a dřevěných konstrukcí
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	1 (xsd:int)
http://linked.open...UplatneniVysledku	2014
http://linked.open...iv/tvurceVysledku	Řehoř, Filip
http://linked.open...vavai/riv/typAkce	CST - Celostátní
http://linked.open.../riv/zahajeniAkce	2014-03-19 (xsd:date)
number of pages	4 (xsd:int)
http://purl.org/ne...btex#hasPublisher	České vysoké učení technické v Praze. Fakulta stavební. Katedra ocelových a dřevěných konstrukcí
https://schema.org/isbn	978-80-01-05522-9
http://localhost/t...ganizacniJednotka	21110

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