Pregled bibliografske jedinice broj: 114992
Test-based Design of the Pag Bridge Compression-Tension Bearings
Test-based Design of the Pag Bridge Compression-Tension Bearings // IABSE Symposium Melbourne 2002: Towards a Better Built Environment - Innovation, Sustainability, Information Technology / IABSE (ur.).
Melbourne: International Association for Bridge and Structural Engineering (IABSE), 2002. (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Test-based Design of the Pag Bridge Compression-Tension Bearings
Autori
Šimunić, Želimir ; Medak, Matko ; Bleiziffer, Jelena ; Kučer, Anto
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
IABSE Symposium Melbourne 2002: Towards a Better Built Environment - Innovation, Sustainability, Information Technology
/ IABSE - Melbourne : International Association for Bridge and Structural Engineering (IABSE), 2002
Skup
IABSE Symposium Towards a Better Built Environment - Innovation, Sustainability, Information Technology
Mjesto i datum
Melbourne, Australija, 11.09.2002. - 13.09.2002
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Reinforced concrete arch bridge; compression-tension bearing; pot bearing; elastomer; "in-situ" testing; dynamic amplification factor; stresses
Sažetak
The issues arising from an inadequate design of bridge bearings are discussed with the performance of the Pag Bridge compression-tension bearings. It is a reinforced concrete arch bridge spanning 193.2 m. Aggressive environment combined with inadequate detailing, poor workmanship and damages caused by aircraft missiles led to the rapid degradation of the bridge. After various repair techniques proved inefficient, the entire bridge superstructure was replaced. To support the new superstructure, pot bearings were installed. These included compression-tension pot bearings at the superstructure abutments and at the supports next to the crown of the arch. Inspection and testing of these bearings were conducted and the analysis revealed disturbing level of stresses and DAF induced in the elements of these bearings. Therefore, a proposal of the new compression-tension bearings for the Pag Bridge was delivered with respect to the test-determined structural properties.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo