Pregled bibliografske jedinice broj: 309174
Actual Wind Load upon the Dubrovnik Bridge and Structural safety analysis
Actual Wind Load upon the Dubrovnik Bridge and Structural safety analysis // Proceedings of 3rd International Conference on Structural Engineering, Mechanics and Computation / Zingoni A. (ur.).
Rotterdam : Boston (MA) : Taipei: Millpress Rotterdam, 2007. str. 713-719 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 309174 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Actual Wind Load upon the Dubrovnik Bridge and Structural safety analysis
Autori
Peroš, Bernardin ; Boko, Ivica ; Šimunović, Tihomir
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of 3rd International Conference on Structural Engineering, Mechanics and Computation
/ Zingoni A. - Rotterdam : Boston (MA) : Taipei : Millpress Rotterdam, 2007, 713-719
ISBN
978-90-5966-057-1
Skup
THE THIRD INTERNATIONAL CONFERENCE ON STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION
Mjesto i datum
Cape Town, Južnoafrička Republika, 10.09.2007. - 12.09.2007
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Dubrovnik bridge; wind load; structures; reliability
Sažetak
The paper presents the computation results for the Dubrovnik steel cable-stayed bridge with a total span of 474 m by using real wind action. Set of data was obtained by direct measurements of the wind direction and velocity, second values, acting on the structure at the end of its construction. The Bora wind in Croatia is known as a catabatic, very cold and locally changeable wind blowing from the direction of the towards the Adriatic coastline, with the maximum measured wind gusts over 70 m/s. The recently completed measurements of the second values of wind gusts at three points, at different elevations (10, 52 and 140 m) at the pile of the Dubrovnik bridge, and the fourth measurement point, at the other end of the bridge, have made it possible to present the actual action of this highly catabatic wind (it was the first time to measure the wind profile considering the elevations). Safety of structure is described with the safety index  depending on dy-namic characteristics of bora wind action. The investigations were performed according to the EUROCODE recommendations and they represent the basis for the development of the Croatian codes in the field of the dynamic wind action upon the structure.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
083-0821466-1465 - POUZDANOST KONSTRUKCIJA I PROCJENA RIZIKA USLIJED EKSTREMNIH DJELOVANJA
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split