About: Optimization of Tendon Layout to avoid Excessive Deflections of Long-span Prestressed Concrete Bridges

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The prestressed box girder bridges typically exhibit only a portion of deflections during the first period and then continue to deflect. It may be summarized that the excessive and with time increasing deflections of long-span prestressed bridges are caused by a combination of several simultaneously acting factors. The research on this problem is extremely important, not only to avoid excessive deflections resulting in long-term serviceability impairments. It also should be noted that a wrong prediction of the development of deflections means that also prediction of the distribution of internal forces, particularly in bridges changing the structural systems, can be quite far from reality. The prestressed box girder bridges typically exhibit only a portion of deflections during the first period and then continue to deflect. It may be summarized that the excessive and with time increasing deflections of long-span prestressed bridges are caused by a combination of several simultaneously acting factors. The research on this problem is extremely important, not only to avoid excessive deflections resulting in long-term serviceability impairments. It also should be noted that a wrong prediction of the development of deflections means that also prediction of the distribution of internal forces, particularly in bridges changing the structural systems, can be quite far from reality. (en) Optimalizace rozložení předpínaci výztuže za účelem zamezení nadměrných průhybů předpjatých betonových mostů velkých rozpětí. (cs)
Title	Optimization of Tendon Layout to avoid Excessive Deflections of Long-span Prestressed Concrete Bridges Optimalizace rozložení předpínaci výztuže za účelem zamezení nadměrných průhybů předpjatých betonových mostů velkých rozpětí (cs) Optimization of Tendon Layout to avoid Excessive Deflections of Long-span Prestressed Concrete Bridges (en)
skos:prefLabel	Optimization of Tendon Layout to avoid Excessive Deflections of Long-span Prestressed Concrete Bridges Optimalizace rozložení předpínaci výztuže za účelem zamezení nadměrných průhybů předpjatých betonových mostů velkých rozpětí (cs) Optimization of Tendon Layout to avoid Excessive Deflections of Long-span Prestressed Concrete Bridges (en)
skos:notation	RIV/68407700:21110/07:01129739!RIV08-GA0-21110___
http://linked.open.../vavai/riv/strany	30;33
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(1M0579), P(GA103/06/0674)
http://linked.open...iv/cisloPeriodika	1
http://linked.open...vai/riv/dodaniDat	2008
http://linked.open...aciTvurceVysledku	Křístek, Vladimír Vráblík, Lukáš
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
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	439900
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/07:01129739
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	deflections; tendon layout (en)
http://linked.open.../riv/klicoveSlovo	deflections tendon layout
http://linked.open...odStatuVydavatele	GB - Spojené království Velké Británie a Severního Irska
http://linked.open...ontrolniKodProRIV	[F1B709961553]
http://linked.open...i/riv/nazevZdroje	Concrete Engineering International
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	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...v/svazekPeriodika	11
http://linked.open...iv/tvurceVysledku	Křístek, Vladimír Vráblík, Lukáš
issn	1460-5856
number of pages	4 (xsd:int)
http://localhost/t...ganizacniJednotka	21110
is http://linked.open...avai/riv/vysledek of	Optimization of Tendon Layout to avoid Excessive Deflections of Long-span Prestressed Concrete Bridges Optimization of Tendon Layout to avoid Excessive Deflections of Long-span Prestressed Concrete Bridges Optimization of Tendon Layout to avoid Excessive Deflections of Long-span Prestressed Concrete Bridges

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