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Limit state analysis for existing bridges

Ana Mandić
Jure Radić
Zlatko Šavor

Puni tekst: hrvatski, pdf (310 KB) str. 533-545 preuzimanja: 949* citiraj
APA 6th Edition
Mandić, A., Radić, J. i Šavor, Z. (2009). Ocjenjivanje graničnih stanja postojećih mostova. Građevinar, 61 (06.), 533-545. Preuzeto s
MLA 8th Edition
Mandić, Ana, et al. "Ocjenjivanje graničnih stanja postojećih mostova." Građevinar, vol. 61, br. 06., 2009, str. 533-545. Citirano 29.09.2020.
Chicago 17th Edition
Mandić, Ana, Jure Radić i Zlatko Šavor. "Ocjenjivanje graničnih stanja postojećih mostova." Građevinar 61, br. 06. (2009): 533-545.
Mandić, A., Radić, J., i Šavor, Z. (2009). 'Ocjenjivanje graničnih stanja postojećih mostova', Građevinar, 61(06.), str. 533-545. Preuzeto s: (Datum pristupa: 29.09.2020.)
Mandić A, Radić J, Šavor Z. Ocjenjivanje graničnih stanja postojećih mostova. Građevinar [Internet]. 2009 [pristupljeno 29.09.2020.];61(06.):533-545. Dostupno na:
A. Mandić, J. Radić i Z. Šavor, "Ocjenjivanje graničnih stanja postojećih mostova", Građevinar, vol.61, br. 06., str. 533-545, 2009. [Online]. Dostupno na: [Citirano: 29.09.2020.]

Readers are cautioned that the existing bridges were in many cases designed in accordance with outdated procedures and that they do not meet the present day reliability criteria. It is therefore highly significant to analyse limit states of such bridges, so as to properly plan their maintenance. Limit state analysis procedures, developed through practical application on big arch bridges on the Adriatic, are described. The effects exerted by traffic load on girder structures are considered, and a special emphasis is placed on the effects of wind action and seismic action on arches.

Ključne riječi
existing bridges; limit states; reliable traffic load; wind action; earthquake

Hrčak ID: 40581



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