Recorded and Numerical Strong Motion Response of a Base-Isolated Bridge
Auteur(s): |
B. Bessason
E. Haflidason |
---|---|
Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Earthquake Spectra, mai 2004, n. 2, v. 20 |
Page(s): | 309-332 |
DOI: | 10.1193/1.1705656 |
Abstrait: |
Since 1983, 12 Icelandic bridges have been base isolated for seismic protection. Lead-rubber bearings have been used in all the cases. The Thjorsa River Bridge, built in 1950 and retrofitted with base isolation in 1991, is instrumented by strong-motion accelerometers. The bridge has one 83-m-long main span and two 12-m-long approach spans. Only the main span, a steel arch truss with concrete deck, is base isolated. In June 2000, two major earthquakes of magnitude 6.6 and 6.5 occurred in South Iceland; the epicenter was close to the Thjorsa River Bridge. In the first earthquake, a peak ground acceleration of 0.53 g was recorded at the bridge site, and in the second earthquake, a peak ground acceleration of 0.84 g was recorded. The Thjorsa River Bridge survived the earthquakes without any serious damage and was open for traffic immediately after the earthquakes. |
- Informations
sur cette fiche - Reference-ID
10672617 - Publié(e) le:
29.05.2022 - Modifié(e) le:
29.05.2022