Pregled bibliografske jedinice broj: 228137
Preliminary design of the mainland-Pelješac bridge
Preliminary design of the mainland-Pelješac bridge // Concrete Enginering
Graz, 2005. str. 149-156 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), ostalo)
CROSBI ID: 228137 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Preliminary design of the mainland-Pelješac bridge
Autori
Radić, Jure ; Šavor, Zlatko ; Mujkanović, Nijaz ; Sesar, Petar ; Mandić, Ana ; Kindij, Alex
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), ostalo
Izvornik
Concrete Enginering
/ - Graz, 2005, 149-156
Skup
The 1st Central European Congress on Concrete Engineering
Mjesto i datum
Graz, Austrija, 08.09.2005. - 09.09.2005
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Croatia; Pelješac; sea strait; extreme seismicity; high wind; weak soil quality; steel superstructures; deep foundation; chosen solution
Sažetak
With its dimensions and significance the Mainland – Pelješac bridge will be the major and the most complex building project in Croatia. In this paper, alternative bridge designs, made by the Department for Structural Engineering of the Faculty of Civil Engineering in Zagreb and by the Institute of Civil Engineering are presented. Alternative bridge designs are continuous steel superstructures with spans up to 200 m, the continuous steel box on the V-shaped piers with span lengths of 242 m, the sequence of arches with spans of 290 m, the main cable stayed bridge 330 m in span with 170 m long approach spans and the main tied arch bridge 350 m in span with 200 m long approach spans. The design and the predicted cost of bridge alternatives are presented.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo