Ölfusá bridge in S-Iceland – Planning of a new Cable Stayed Bridge across an active seismic fault
Author(s): |
Gudmundur Gudmundsson
Bjarni Bessason Einar Haflidason Baldvin Einarsson |
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Medium: | conference paper |
Language(s): | English |
Conference: | 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011 |
Published in: | IABSE-IASS 2011 London Symposium Report |
Year: | 2011 |
Abstract: |
In the paper the seismic design criteria for a new crossing of Ölfusá river in S-Iceland is presented. A 305 m cable stayed bridge is being planned which will have the longest bridge span in Iceland when constructed. At least 7 earthquakes with a magnitude of M6 and above have struck within 10 km from the site since 1700, including one on the 29th of May 2008 with a magnitude of 6,3 (Mw) and epicentre at 7 km distance, Seismic loads including near- fault effects and potential fault slip are described Preliminary results comparing different shapes of pylons are presented for different types of earthquake response analysis, i.e. traditional response spectrum method and time history analysis using recorded ground motions. |
Keywords: |
cable-stayed bridge earthquakes conceptual design near-fault effects seismic faults
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