Pregled bibliografske jedinice broj: 256713
Impact of vibrations of cables on dynamic behaviour of cable-stayed bridges
Impact of vibrations of cables on dynamic behaviour of cable-stayed bridges // Extreme man-made and natural hazards in dynamics of structures : proceedings of NATO Advanced Research Workshop / Ibrahimbegović, Adnan ; Kožar, Ivica (ur.).
Rijeka: Faculty of Civil Engineering Rijeka, 2006. str. 299-305 (pozvano predavanje, nije recenziran, cjeloviti rad (in extenso), znanstveni)
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Naslov
Impact of vibrations of cables on dynamic behaviour of cable-stayed bridges
Autori
Čaušević, Mehmed
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Extreme man-made and natural hazards in dynamics of structures : proceedings of NATO Advanced Research Workshop
/ Ibrahimbegović, Adnan ; Kožar, Ivica - Rijeka : Faculty of Civil Engineering Rijeka, 2006, 299-305
ISBN
953-6953-12-9
Skup
NATO Advanced Research Workshop Extreme Man-made and Natural Hazards in Dynamics of Structures
Mjesto i datum
Opatija, Hrvatska, 28.05.2006. - 01.06.2006
Vrsta sudjelovanja
Pozvano predavanje
Vrsta recenzije
Nije recenziran
Ključne riječi
cable-stayed bridge; cable; vibrations; damping; eigenvalues; mathematical modelling
Sažetak
In this paper the vibrations of massive cable which is connected to the vibrating cable-stayed bridge deck and pylon is presented. Equations describing change of cable’ s force and its eigenvalues due to cables undamped and damped vibrations are derived firstly. It has been shown that models substituting the behaviour of massive bridge cable and its impact on the dynamic properties of the overall cable-stayed bridge can be implemented. In this analysis the following has been concluded: The response of cable-stayed bridge systems to a general type of external dynamic loading is disturbed by the vibration of cables, especially when the eigenfrequencies of the bridge structure approach the vicinity of the eigenfrequency of any of the cable-stayed bridge cable. In this case cable’ s stiffness will be suddenly reduced and its behaviour will start with the large amplitudes.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA