About: Recent development in design of stress ribbon bridges

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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	Aplikace předepnutého pásu na mostních konstrukcích realizovaných v poslední době v USA a UK jsou popsány z hlediska architektonického a konstrukčního řešení. Dále je popsána technologie výstavby a vliv konstrukčního uspořádání na statickou a dynamickouanalýzu. Mosty mají velmi tenkou mostovku sestavenou z prefabrikovaných dílců, které jsou tvořeny dvěma krajními nosníky, jež jsou ztužené svislými žebry. Hlavní výhodou těchto konstrukcí je nízká materiálová náročnost a tím i minimální dopad na životníí prostředí. Je uveden současný vývoj předepnutého pásu v kombinaci s obloukem nebo s vnějšími kabely. (cs) Recent applications of stress ribbon pedestrian bridges built in the USA and UK are described in terms of their architectural and structural solution, the process of construction and the influence of the structural arrangements on the static and dynamicanalysis. The bridges havea very slender deck assebmled from precast members formed by two edge girders stiffened by transverse ribs. The main advantage of these structures is that they have a minimal environmental impact because they use very little matterial and can be erected independently from the existing terrain. Since they do not need bearings or expansion joints they need only minimal long-term maintenance. Recent developments in which the stress ribbon is combined with araches or external cables are also presented. Recent applications of stress ribbon pedestrian bridges built in the USA and UK are described in terms of their architectural and structural solution, the process of construction and the influence of the structural arrangements on the static and dynamicanalysis. The bridges havea very slender deck assebmled from precast members formed by two edge girders stiffened by transverse ribs. The main advantage of these structures is that they have a minimal environmental impact because they use very little matterial and can be erected independently from the existing terrain. Since they do not need bearings or expansion joints they need only minimal long-term maintenance. Recent developments in which the stress ribbon is combined with araches or external cables are also presented. (en)
Title	Recent development in design of stress ribbon bridges Recent development in design of stress ribbon bridges (en) Současný vývoj v navrhování mostů z předpjatého pásu (cs)
skos:prefLabel	Recent development in design of stress ribbon bridges Recent development in design of stress ribbon bridges (en) Současný vývoj v navrhování mostů z předpjatého pásu (cs)
skos:notation	RIV/00216305:26110/04:PU47113!RIV/2005/GA0/261105/N
http://linked.open.../vavai/riv/strany	122-129
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(FB-CV/69), P(FD-K/092), P(GA103/96/1635)
http://linked.open...vai/riv/dodaniDat	2005
http://linked.open...aciTvurceVysledku	Stráský, 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	583728
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/04:PU47113
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	stress ribbon, precast segment, composite slab, high-strength concrete, prestressing, external tendon, non-linear analysis (en)
http://linked.open.../riv/klicoveSlovo	composite slab non-linear analysis stress ribbon high-strength concrete prestressing external tendon precast segment
http://linked.open...ontrolniKodProRIV	[D2BD3E04C912]
http://linked.open...v/mistoKonaniAkce	Charlotte
http://linked.open...i/riv/mistoVydani	Charlotte
http://linked.open...i/riv/nazevZdroje	Proceeding of %222004 Concrete Bridge Conference%22
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...vavai/riv/projekt	Ekological and aesthetic composite bridge structures. Development of structural forms using stress - ribbon type decks strengthened by external cables or arches Development of aesthetic and economic bridge structure for urban and highway viaducts.
http://linked.open...UplatneniVysledku	2004
http://linked.open...iv/tvurceVysledku	Stráský, Jiří
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2004-05-17 (xsd:date)
number of pages	8 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
http://localhost/t...ganizacniJednotka	26110

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