Pregled bibliografske jedinice broj: 319704
Experimental analysis of vibrations of the Dubrovnik bridge
Experimental analysis of vibrations of the Dubrovnik bridge // Seventh International Symposium on Cable Dynamics : Proceedings / Lilien, Jean-Louis (ur.).
Beč: AIM, 2007. str. 393-400 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 319704 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Experimental analysis of vibrations of the Dubrovnik bridge
Autori
Rak, Mladenko ; Damjanović, Domagoj ; Zlatko, Biočić
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Seventh International Symposium on Cable Dynamics : Proceedings
/ Lilien, Jean-Louis - Beč : AIM, 2007, 393-400
Skup
International Symposium on Cable Dynamics (7 ; 2007)
Mjesto i datum
Beč, Austrija, 10.12.2007. - 13.12.2007
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
cable; bridge; vibration; frequencies; modes; damping; forces
Sažetak
Paper presents the testing results of modal parameters of the Dubrovnik bridge superstructure and each cable. These testings were a part of the standard and detailed inspection of the bridge which was extended to these dynamic testings due to vibration of cables under certain wind conditions. The measuring was carried out using highly precise accelerometers in combination with electronic integrators and fast A/D converter, with a 16-bit resolution. Experimental analysis of acquired data was processed using PC portable computer and software with FFT analyzer. Theoretical analysis of natural frequencies of the superstructure was carried out using numerical model made of plate and beam finite elements. The results were directly compared graphically and tabularly. Very good agreement is found between compared theoretical and experimental results. Measured natural frequencies of the cables were used to determine cable forces which were then compared with the forces from the protocol of prestresing during construction. Experimentally determined frequencies are important starting parametrer for the future diagnostics of the bridge state and a very good parameter for numerical simulation of the dynamic behaviour of the bridge.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
082-0821504-1496 - Razvoj eksperimentalnih metoda istraživanja građevinskih konstrukcija (Rak, Mladenko, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Zagreb