About: Study of Mechanical Behavior of Charles Bridge in Prague as a Basis for Rehabilitation

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	In this contribution, a numerical study of a two-span segment of Charles Bridge in Prague is presented. The analysis itself is executed in a fully staggered manner, both in terms of material modeling as well as the assessment of external actions on the structure. The results of the model are validated in terms of typical displacements of parapet walls and crack distribution and opening due to a combined effect of temperature change, dead load and water pressure. In overall, the analysis has provided a valuable estimate of the load-bearing capacity of the structure providing the basis for the optimal planning of remedial measures. In this contribution, a numerical study of a two-span segment of Charles Bridge in Prague is presented. The analysis itself is executed in a fully staggered manner, both in terms of material modeling as well as the assessment of external actions on the structure. The results of the model are validated in terms of typical displacements of parapet walls and crack distribution and opening due to a combined effect of temperature change, dead load and water pressure. In overall, the analysis has provided a valuable estimate of the load-bearing capacity of the structure providing the basis for the optimal planning of remedial measures. (en) V tomto příspěvku je prezentována numerická studie segmentu o dvou polích z Karlova mostu v Praze. (cs)
Title	Study of Mechanical Behavior of Charles Bridge in Prague as a Basis for Rehabilitation Study of Mechanical Behavior of Charles Bridge in Prague as a Basis for Rehabilitation (en) Studie chování Karlova mostu jako podklad pro sanační práce (cs)
skos:prefLabel	Study of Mechanical Behavior of Charles Bridge in Prague as a Basis for Rehabilitation Study of Mechanical Behavior of Charles Bridge in Prague as a Basis for Rehabilitation (en) Studie chování Karlova mostu jako podklad pro sanační práce (cs)
skos:notation	RIV/68407700:21110/08:01141824!RIV09-GA0-21110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GA103/08/1531)
http://linked.open...vai/riv/dodaniDat	2009
http://linked.open...aciTvurceVysledku	Zeman, Jan Šejnoha, Michal Šejnoha, 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	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	398134
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/08:01141824
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Computational homogenization; Historical structures; Multi-physics phenomena; Multi-scale analysis; Rehabilitation and restoration (en)
http://linked.open.../riv/klicoveSlovo	Historical structures Multi-scale analysis Computational homogenization Multi-physics phenomena Rehabilitation and restoration
http://linked.open...ontrolniKodProRIV	[2EBD990F5DBF]
http://linked.open...v/mistoKonaniAkce	Brno
http://linked.open...i/riv/mistoVydani	Praha
http://linked.open...i/riv/nazevZdroje	Sanace a rekonstrukce staveb 2008
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Multi-scale modeling of transport processes in masonry
http://linked.open...UplatneniVysledku	2008
http://linked.open...iv/tvurceVysledku	Zeman, Jan Šejnoha, Michal Šejnoha, Jiří
http://linked.open...vavai/riv/typAkce	CST - Celostátní
http://linked.open.../riv/zahajeniAkce	2008-03-06 (xsd:date)
number of pages	1 (xsd:int)
http://purl.org/ne...btex#hasPublisher	WTA CZ
https://schema.org/isbn	978-80-02-01998-5
http://localhost/t...ganizacniJednotka	21110
is http://linked.open...avai/riv/vysledek of	Study of Mechanical Behavior of Charles Bridge in Prague as a Basis for Rehabilitation Study of Mechanical Behavior of Charles Bridge in Prague as a Basis for Rehabilitation Study of Mechanical Behavior of Charles Bridge in Prague as a Basis for Rehabilitation Study of Mechanical Behavior of Charles Bridge in Prague as a Basis for Rehabilitation

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