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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F11%3A00188305%21RIV12-MSM-21110___
rdf:type
n13:Vysledek skos:Concept
dcterms:description
An arch is one of the oldest structural shapes that mankind has invented. The Roman Empire constructed a large number of stone arch bridges on roads or aqueducts, many of which exist to the present. Arch bridges were constructed throughout medieval times; some of them represent masterpieces of the world´s cultural heritage. Buried arch bridges are built on both roads and railways, both as underbridges or overbridges. Due to low construction costs, great durability and endurance, they are favored by contractors and investors. Buried arch bridges are built with spans ranging from 2 m up to 40 m. This paper discusses the structure-soil interaction of buried arch bridges. With the use of an analytical derivation, a method of centre-line optimization of buried arch bridges is proposed and the limitations of this approach discussed. An arch is one of the oldest structural shapes that mankind has invented. The Roman Empire constructed a large number of stone arch bridges on roads or aqueducts, many of which exist to the present. Arch bridges were constructed throughout medieval times; some of them represent masterpieces of the world´s cultural heritage. Buried arch bridges are built on both roads and railways, both as underbridges or overbridges. Due to low construction costs, great durability and endurance, they are favored by contractors and investors. Buried arch bridges are built with spans ranging from 2 m up to 40 m. This paper discusses the structure-soil interaction of buried arch bridges. With the use of an analytical derivation, a method of centre-line optimization of buried arch bridges is proposed and the limitations of this approach discussed.
dcterms:title
Analytical approach to centre-line optimization of buried arch bridges and its boundaries Analytical approach to centre-line optimization of buried arch bridges and its boundaries
skos:prefLabel
Analytical approach to centre-line optimization of buried arch bridges and its boundaries Analytical approach to centre-line optimization of buried arch bridges and its boundaries
skos:notation
RIV/68407700:21110/11:00188305!RIV12-MSM-21110___
n13:predkladatel
n17:orjk%3A21110
n4:aktivita
n6:Z
n4:aktivity
Z(MSM6840770005)
n4:dodaniDat
n19:2012
n4:domaciTvurceVysledku
n11:2942526 n11:2145278
n4:druhVysledku
n15:D
n4:duvernostUdaju
n22:S
n4:entitaPredkladatele
n7:predkladatel
n4:idSjednocenehoVysledku
185866
n4:idVysledku
RIV/68407700:21110/11:00188305
n4:jazykVysledku
n12:eng
n4:klicovaSlova
Buried structures; arch; structure-soil interaction
n4:klicoveSlovo
n5:structure-soil%20interaction n5:arch n5:Buried%20structures
n4:kontrolniKodProRIV
[1914C04EB375]
n4:mistoKonaniAkce
Svartka
n4:mistoVydani
Praha
n4:nazevZdroje
Engineering Mechanics 2011
n4:obor
n21:JM
n4:pocetDomacichTvurcuVysledku
2
n4:pocetTvurcuVysledku
2
n4:rokUplatneniVysledku
n19:2011
n4:tvurceVysledku
Foglar, Marek Křístek, Vladimír
n4:typAkce
n14:EUR
n4:zahajeniAkce
2011-05-09+02:00
n4:zamer
n10:MSM6840770005
s:numberOfPages
4
n18:hasPublisher
Ústav termomechaniky AV ČR
n16:isbn
978-80-87012-33-8
n3:organizacniJednotka
21110