Structural Steelwork for Střížkov Underground Station

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00220048" target="_blank" >RIV/68407700:21110/10:00220048 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Structural Steelwork for Střížkov Underground Station

Original language description

A new underground station at Střížkov in Prague has been designed and built as a special structure with a high level of aesthetics. The hall structure is 160 m long, 42 m wide and 20 m high. Two crossing hingeless main arches spanning 160 m are fixed toconcrete pylons. The roof structure is suspended from the main arches using a system of prestressed rods and supported by columns around the roof. Most of the members are curved with variable cross-sections (the majority of sections are welded boxes witha plate thickness of 10 - 35 mm except the columns, which are welded I-sections). The geometry of all parts made design, fabrication and erection very difficult. The whole structure was built under the direct supervision of the architect. The underground station was opened to the public in May 2008.

Czech name

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Czech description

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Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Publication year

2010

Confidentiality

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

Name of the periodical

Steel Construction

ISSN

1867-0520

e-ISSN

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Volume of the periodical

3

Issue of the periodical within the volume

2

Country of publishing house

DE - GERMANY

Number of pages

6

Pages from-to

63-68

UT code for WoS article

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EID of the result in the Scopus database

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