Pregled bibliografske jedinice broj: 274348
Security Aspects of Vertical Actions on Bridge Structure Comparison of Earthquake and Vehicle Induced Dynamical Forces
Security Aspects of Vertical Actions on Bridge Structure Comparison of Earthquake and Vehicle Induced Dynamical Forces // Proceedings of NATO Advanced Research Workshop Extreme man-made and natural hazards in dynamics of structures / Ibrahimbegović, Adnan ; Kožar, Ivica (ur.).
Rijeka, 2006. str. 305-314 (pozvano predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 274348 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Security Aspects of Vertical Actions on Bridge Structure Comparison of Earthquake and Vehicle Induced Dynamical Forces
Autori
Kožar, Ivica
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of NATO Advanced Research Workshop Extreme man-made and natural hazards in dynamics of structures
/ Ibrahimbegović, Adnan ; Kožar, Ivica - Rijeka, 2006, 305-314
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
Međunarodna recenzija
Ključne riječi
bridge dynamics; FEM; numerical analysis; moving load; earthquakes
Sažetak
Modern vehicles are characterised by great load and speed so that their dynamical influence in bridge analysis should be taken into account. During design those loads are usually considered through static analysis and the only dynamic analysis is the one concerning eartquake loading. This paper deals with dynamic equation suitable for taking moving load effecs into analysis and compares them with the vertical earthquake influence as it is considered during the bridge design. Some comparisons of stresses in various bridges have been performed taking into account dynamic load influence, direct support acceleration from ground motion and EC8 regulations. It has been shown that in some examples dynamical load influence produces the greatest stresses in bridge structure and should be taken into consideration.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA