New Troja Bridge in Prague–Structural Solution of Steel Parts | Zendy

Vladimír Janata | Zendy; Dalibor Gregor | Zendy; Ladislav Šašek | Zendy; P. Nehasil | Zendy; Timothy Wangler | Zendy

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New Troja Bridge in Prague–Structural Solution of Steel Parts

Author(s) -

Vladimír Janata,

Dalibor Gregor,

Ladislav Šašek,

P. Nehasil,

Timothy Wangler

Publication year - 2012

Publication title -

procedia engineering

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.32

H-Index - 74

ISSN - 1877-7058

DOI - 10.1016/j.proeng.2012.07.073

Subject(s) - bridge (graph theory) , deck , arch , structural type , span (engineering) , engineering , arch bridge , beam bridge , structural engineering , forensic engineering , pedestrian , bridge deck , civil engineering , medicine , chemistry , crystallography

The “Troja Bridge” in Prague, with the main span 200,4m is under construction now. The deck is 36m wide including the walkways. The bridge crosses the Vltava River and it will serve for tram, car and pedestrian traffic between Prague districts Troja and Holešovice. The paper introduces description of the structural solution of steel parts of the bowstring-arch type bridge with two twins of inclined network type webs. Activation and prestressing process of the tie-rods are described here

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