About: Loading Tests of Experimental Models of an Integral Bridge Loaded by the Effects of Water Pressure during Floods

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	This paper presents an experimental and computer analysis of an integral bridge structure exposed to a load caused by the horizontal pressure of water during floods. The paper focuses on the residual load-bearing capacity of an integral bridge structure that was able to withstand the effects of flooding. Three models of integral bridges built to a scale of 1:5 were made for the purpose of testing. The frames have a span of 2.6 m, the thickness of the supports is 0.2 m, and the thickness of the deck in the middle is 0.125 m. The frames are loaded by horizontal forces representing the water pressure during floods. Each frame is securely anchored at the base and is gradually loaded by two horizontal forces situated in the corners of the frame. Loading is interrupted when cracks of 0.3 mm appear. Subsequently, the frame is loaded by a pair of vertical forces acting on the top surface of the frame, up to the load-bearing capacity. This procedure was established in order to find the residual load-bearing capacity of an integral bridge that managed to withstand the effects of flooding. . The paper includes a set of computer simulations. This paper presents an experimental and computer analysis of an integral bridge structure exposed to a load caused by the horizontal pressure of water during floods. The paper focuses on the residual load-bearing capacity of an integral bridge structure that was able to withstand the effects of flooding. Three models of integral bridges built to a scale of 1:5 were made for the purpose of testing. The frames have a span of 2.6 m, the thickness of the supports is 0.2 m, and the thickness of the deck in the middle is 0.125 m. The frames are loaded by horizontal forces representing the water pressure during floods. Each frame is securely anchored at the base and is gradually loaded by two horizontal forces situated in the corners of the frame. Loading is interrupted when cracks of 0.3 mm appear. Subsequently, the frame is loaded by a pair of vertical forces acting on the top surface of the frame, up to the load-bearing capacity. This procedure was established in order to find the residual load-bearing capacity of an integral bridge that managed to withstand the effects of flooding. . The paper includes a set of computer simulations. (en)
Title	Loading Tests of Experimental Models of an Integral Bridge Loaded by the Effects of Water Pressure during Floods Loading Tests of Experimental Models of an Integral Bridge Loaded by the Effects of Water Pressure during Floods (en)
skos:prefLabel	Loading Tests of Experimental Models of an Integral Bridge Loaded by the Effects of Water Pressure during Floods Loading Tests of Experimental Models of an Integral Bridge Loaded by the Effects of Water Pressure during Floods (en)
skos:notation	RIV/68407700:21610/14:00222532!RIV15-TA0-21610___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(TA02031453)
http://linked.open...vai/riv/dodaniDat	2015
http://linked.open...aciTvurceVysledku	Tej, Petr
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	26429
http://linked.open...ai/riv/idVysledku	RIV/68407700:21610/14:00222532
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Integral Bridge; Floods (en)
http://linked.open.../riv/klicoveSlovo	Floods Integral Bridge
http://linked.open...ontrolniKodProRIV	[B7CDBD545758]
http://linked.open...v/mistoKonaniAkce	Haikou
http://linked.open...i/riv/mistoVydani	ZURICH
http://linked.open...i/riv/nazevZdroje	4th International Conference on Civil Engineering, Architecture and Building Materials
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	8 (xsd:int)
http://linked.open...vavai/riv/projekt	Research and design of bridge structures in floods regions
http://linked.open...UplatneniVysledku	2014
http://linked.open...iv/tvurceVysledku	Kolísko, Jiří Vokáč, Miroslav Vráblík, Lukáš Čech, Jindřich Bouška, Petr Šístek, M. Tej, Petr Bittner, Tomáš
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2014-05-24 (xsd:date)
issn	1660-9336
number of pages	4 (xsd:int)
http://bibframe.org/vocab/doi	10.4028/www.scientific.net/AMM.587-589.1554
http://purl.org/ne...btex#hasPublisher	TRANS TECH PUBLICATIONS LTD
https://schema.org/isbn	9783038351672
http://localhost/t...ganizacniJednotka	21610

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