Pregled bibliografske jedinice broj: 776849
Effects of violent vibrations of cables on dynamic behaviour of cable-stayed bridges
Effects of violent vibrations of cables on dynamic behaviour of cable-stayed bridges // Proceedings of the 2015 World Congress on Advances in Structural Engineering and Mechanics, Aeronautics, Nano, Bio, Robotics, Energy / Chang-Koon Choi (ur.).
Incheon: Int Association of Structural Eng. & Mechanics (IASEM) and Korea Advanced Inst. of Science & Technology (KAIST), 2015. str. 1-19 (pozvano predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Effects of violent vibrations of cables on dynamic behaviour of cable-stayed bridges
Autori
Čaušević, Mehmed ; Bulić, Mladen
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 2015 World Congress on Advances in Structural Engineering and Mechanics, Aeronautics, Nano, Bio, Robotics, Energy
/ Chang-Koon Choi - Incheon : Int Association of Structural Eng. & Mechanics (IASEM) and Korea Advanced Inst. of Science & Technology (KAIST), 2015, 1-19
Skup
ASEM15/ANBRE15 The 2015 World Congress on Advances in Structural Engineering and Mechanics, Aeronautics, Nano, Bio, Robotics, Energy
Mjesto i datum
Incheon, Republika Koreja, 25.08.2015. - 29.08.2015
Vrsta sudjelovanja
Pozvano predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
dynamic analysis; long span bridges/structures; retrofit/rehabilitation; vibration/vibration control; wind loads
Sažetak
Shortly after the opening of Dubrovnik (Croatia) cable-stayed bridge in 2002 the violent vibrations of the bridge deck, pylon and cables in a strong wind "Bora" combined with light rain were observed about twelve times a year. This paper analyses effect of violent vibrations of cables and their influence on the overall dynamic behaviour of cable-stayed bridge. Firstly, the vibration of a massive cable which is connected to a vibrating cable-stayed bridge deck and pylon is presented analytically. Equations describing a change of the cable's force and its eigenvalues due to the cable’s undamped and damped vibrations are also derived. Mathematical lamped models substituting the behaviour of a massive bridge cable and its effect on the dynamic properties of the overall cable-stayed bridge is presented. Finally, the measures for Dubrovnik bridge rehabilitation are presented in a way of suppressing cables vibrations by devices. After installing the Maurer Adaptive Cable Dampers (ACD) in cables, regular long distance monitoring of the Dubrovnik cable- stayed bridge behaviour was established.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Rijeka