Modal analysis of cable-stayed UHPC bridge

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00315268" target="_blank" >RIV/68407700:21110/17:00315268 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21610/17:00315268
Result on the web
<a href="https://www.matec-conferences.org/articles/matecconf/abs/2017/21/matecconf_dyn2017_00007/matecconf_dyn2017_00007.html" target="_blank" >https://www.matec-conferences.org/articles/matecconf/abs/2017/21/matecconf_dyn2017_00007/matecconf_dyn2017_00007.html</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1051/matecconf/201710700007" target="_blank" >10.1051/matecconf/201710700007</a>

Result language
angličtina
Original language name
Modal analysis of cable-stayed UHPC bridge
Original language description
This paper deals with the dynamic analysis of cable-stayed UHPC bridge over the Vltava river near town Melnik in Czech Republic, Europe. Bridge serves for pedestrians and cyclists. This work aims to familiarize the reader with dynamic calculations carried out and the results obtained, describing the dynamic properties of proposed bridge. The construction of bridge is designed as a cable-stayed structure with prestressed bridge deck consisting of prefabricated UHPC panels and reversed “V” shaped steel pylon with height of approximately 40 meters. The deck is anchored using 24 steel hangers in one row in a steel pylon - 17 ropes in the main span and 7 cables on the other side. Range of the main span is 99.18 meters and the secondary span is 31.9 m. Deck width is 4.5 meters with 3.0 meters passing space. The bridge is designed for the possibility of passage of vehicles weighting up to 3.5 tonnes. Deck panels are made of UHPC with reinforcement. At the edge of the bridge on the side of the shorter span the bridge deck is firmly connected with abutment and on the other deck it is stored using a pair of sliding bearings.
Czech name
—
Czech description
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Project
<a href="/en/project/GBP105%2F12%2FG059" target="_blank" >GBP105/12/G059: Cumulative time dependent processes in building materials and structures</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Dynamics of Civil Engineering and Transport Structures and Wind Engineering – DYN-WIND’2017
ISBN
—
ISSN
2261-236X
e-ISSN
2261-236X
Number of pages
6
Pages from-to
—
Publisher name
EDP Sciences
Place of publication
Les Ulis Cedex A
Event location
Trstená
Event date
May 21, 2017
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000407745800007

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