About: Stress and deformation development of arch bridge

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About: Stress and deformation development of arch bridge - The efect of construction process Goto Sponge NotDistinct Permalink

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
Description	The arch bridges are concreting in situ in form which is underpinned of cen-tring. This is classical method of con-struction of arch bridges. Parts of arch bridge are not the same age in this method. In static analysis we have to calculate with different ages of parts. Creep and shrinkage of concrete, dif-ferent age of parts affect stress and deformation development of arch bridge. The arch bridge over passing D47 highway will be presented as the example. The arch bridges are concreting in situ in form which is underpinned of cen-tring. This is classical method of con-struction of arch bridges. Parts of arch bridge are not the same age in this method. In static analysis we have to calculate with different ages of parts. Creep and shrinkage of concrete, dif-ferent age of parts affect stress and deformation development of arch bridge. The arch bridge over passing D47 highway will be presented as the example. (en) Vlivem postupu výstavby betono-vých obloukových mostů dochází ke změnám statického systému. Jednotlivé části konstrukce jsou různého stáří a to je třeba zohlednit ve statickém výpočtu. Příklad bude uveden na obloukové konstrukci přes dálnici D47. (cs)
Title	Stress and deformation development of arch bridge - The efect of construction process Vývoj namáhání a deformací obloukového mostu vlivem postupu vý-stavby (cs) Stress and deformation development of arch bridge - The efect of construction process (en)
skos:prefLabel	Stress and deformation development of arch bridge - The efect of construction process Vývoj namáhání a deformací obloukového mostu vlivem postupu vý-stavby (cs) Stress and deformation development of arch bridge - The efect of construction process (en)
skos:notation	RIV/68407700:21110/07:01138988!RIV08-GA0-21110___
http://linked.open.../vavai/riv/strany	279;281
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(1F45E/020/120), P(1M0579), P(GA103/06/0674)
http://linked.open...vai/riv/dodaniDat	2008
http://linked.open...aciTvurceVysledku	Sochorová, Eva
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	452753
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/07:01138988
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	arch bridges; deflections; internal forces (en)
http://linked.open.../riv/klicoveSlovo	internal forces arch bridges deflections
http://linked.open...ontrolniKodProRIV	[827C09BB8E49]
http://linked.open...v/mistoKonaniAkce	Praha
http://linked.open...i/riv/mistoVydani	Praha
http://linked.open...i/riv/nazevZdroje	Fibre Concrete 2007
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	1 (xsd:int)
http://linked.open...vavai/riv/projekt	Analysis of causes and proposal of precautions of excessive deflections growth in long-span prestressed concrete bridges. Centre for Integrated Design of Advanced Structures Development of mathematical models, methods of analysis and design of prestressed concrete bridges
http://linked.open...UplatneniVysledku	2007
http://linked.open...iv/tvurceVysledku	Karasová, Eva
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2007-09-12 (xsd:date)
number of pages	3 (xsd:int)
http://purl.org/ne...btex#hasPublisher	České vysoké učení technické v Praze. Vydavatelství ČVUT
https://schema.org/isbn	978-80-01-03740-9
http://localhost/t...ganizacniJednotka	21110

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