Network arch bridges at Trinec- Baliny, Czech Republic

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00227885" target="_blank" >RIV/68407700:21110/13:00227885 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1680/bren.11.00009" target="_blank" >http://dx.doi.org/10.1680/bren.11.00009</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1680/bren.11.00009" target="_blank" >10.1680/bren.11.00009</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Network arch bridges at Trinec- Baliny, Czech Republic

Popis výsledku v původním jazyce

The paper describes the network arches built at the grade separated junction of the II/468 road and the industrial area of Trinec-Baliny in the Czech Republic. A network arch is defined as an arch bridge with inclined hangers where some hangers cross other hangers at least twice. The tie is formed by a concrete slab with longitudinal prestress. Owing to the arrangement of hangers, there is little bending in the tie and the arches. All hangers have the same cross-section. Their connections should be placed equidistantly along the arch; the hangers act like a light web. The two 73?5 m span network arch bridges described in the paper and the adjacent approach ramps work as one articulation system. The paper presents the prestressing arrangement of the prestressed concrete deck, the unique bridge articulation without fixed bearing and the prestressing of the interchange between the arch bridges (the part where the approach ramps turn left and right from the longitudinal axis of the bridges

Název v anglickém jazyce

Network arch bridges at Trinec- Baliny, Czech Republic

Popis výsledku anglicky

The paper describes the network arches built at the grade separated junction of the II/468 road and the industrial area of Trinec-Baliny in the Czech Republic. A network arch is defined as an arch bridge with inclined hangers where some hangers cross other hangers at least twice. The tie is formed by a concrete slab with longitudinal prestress. Owing to the arrangement of hangers, there is little bending in the tie and the arches. All hangers have the same cross-section. Their connections should be placed equidistantly along the arch; the hangers act like a light web. The two 73?5 m span network arch bridges described in the paper and the adjacent approach ramps work as one articulation system. The paper presents the prestressing arrangement of the prestressed concrete deck, the unique bridge articulation without fixed bearing and the prestressing of the interchange between the arch bridges (the part where the approach ramps turn left and right from the longitudinal axis of the bridges

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

—

Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2013

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Proceedings of the Institute of Civil Engineers: Bridge Engineering

ISSN

1478-4637

e-ISSN

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Svazek periodika

160

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

GB - Spojené království Velké Británie a Severního Irska

Počet stran výsledku

9

Strana od-do

177-185

Kód UT WoS článku

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EID výsledku v databázi Scopus

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