Pregled bibliografske jedinice broj: 315531
Sustainability and limit states of existing bridges in Croatia
Sustainability and limit states of existing bridges in Croatia // Proceedings of the 4th International Structural Engineering and Construction Conference (ISEC-4), Inovation in Structural Engineering and Construction (Vol 2) / Xie, I. E. ; Patnaikuni, I. (ur.).
London : Delhi: Taylor & Francis, 2007. str. 1183-1188 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), ostalo)
CROSBI ID: 315531 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Sustainability and limit states of existing bridges in Croatia
Autori
Radić, Jure ; Mandić, Ana
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), ostalo
Izvornik
Proceedings of the 4th International Structural Engineering and Construction Conference (ISEC-4), Inovation in Structural Engineering and Construction (Vol 2)
/ Xie, I. E. ; Patnaikuni, I. - London : Delhi : Taylor & Francis, 2007, 1183-1188
ISBN
978-0-415-45755-2
Skup
4th International Structural Engineering and Construction Conference (ISEC-4), Inovation in Structural Engineering and Construction
Mjesto i datum
Melbourne, Australija, 25.10.2006. - 26.10.2006
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Sustainability; limit states; existing Croatian bridges; PTP; DIN; European standards
Sažetak
Croatian bridges built after the World War II have been designed according to two essentially different norms, first the so called PTP-5 scheme and after 1973 the DIN 1072 scheme. New Croatian standards have implemented European pre-standards with national specifications incorporated through specific climate, environment and traffic circumstances in National Application Documents. This results in different reliability levels of older, of more recently constructed and of new bridges. In order to enable sustainable development of the whole Road Network it is necessary to reach the same reliability level of bridges on all traffic corridors. Therefore, in this paper, the reliability of existing bridges is estimated. Standardised load models are compared one to another but also with the actual service conditions to check whether the strict requirements of new European standards are justifiable and whether expensive strengthening works are immediately necessary.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
082-0822977-1497 - Granična stanja i održivost mostova
Ustanove:
Građevinski fakultet, Zagreb