Recorded and Numerical Strong Motion Response of a Base-Isolated Bridge
Author(s): |
B. Bessason
E. Haflidason |
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | Earthquake Spectra, May 2004, n. 2, v. 20 |
Page(s): | 309-332 |
DOI: | 10.1193/1.1705656 |
Abstract: |
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. |
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10672617 - Published on:
29/05/2022 - Last updated on:
29/05/2022