000022870 001__ 22870
000022870 005__ 20220110134531.0
000022870 04107 $$aeng
000022870 046__ $$k2018-05-14
000022870 100__ $$aŠišmišová, Z.
000022870 24500 $$aDynamic tests of two large-span bridges for SHM

000022870 24630 $$n24.$$pEngineering Mechanics 2018
000022870 260__ $$bInstitute of Theoretical and Applied Mechanics of the Cech Academy of Sciences, Prague
000022870 506__ $$arestricted
000022870 520__ $$2eng$$aExperimental measurements were accomplished at the Port Bridge and the Slovak National Uprising Bridge, both across the Danube River in Bratislava, Slovakia. The Port Bridge is a road-rail steel truss bridge with four spans, length of main span is 205 m. The Slovak National Uprising Bridge is a cablestayed bridge, length of main span is 303 m. Nowadays both bridges are overloaded, therefore monitoring campaign has already started. The measurements were based on National Instruments system using the accelerometers.

000022870 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000022870 653__ $$aSHM, FEM model, dynamic response, bridge

000022870 7112_ $$aEngineering Mechanics 2018$$cSvratka, CZ$$d2018-05-14 / 2018-05-17$$gEM2018
000022870 720__ $$aŠišmišová, Z.$$iSokol, M.$$iVenglár, M.$$iLamperová, K.
000022870 8560_ $$ffischerc@itam.cas.cz
000022870 8564_ $$s472121$$uhttps://invenio.itam.cas.cz/record/22870/files/749.pdf$$yOriginal version of the author's contribution in proceedings, page , section DYN.
000022870 962__ $$r21225
000022870 980__ $$aPAPER