A note on the Mw 6.3 earthquake in Iceland on 29 May 2008 at 15:45 UTC

• Published in: Bulletin of earthquake engineering 2009-02, Vol.7 (1), p.113-126
• Main Authors: Sigbjörnsson, R., Snæbjörnsson, J. Th, Higgins, S. M., Halldórsson, B., Ólafsson, S.
• Format: Article
• Language: English
• Subjects: Civil Engineering; Earth and Environmental Science; Earth Sciences; Earthquake damage; Earthquakes; Environmental Engineering/Biotechnology; Geophysics/Geodesy; Geotechnical Engineering & Applied Earth Sciences; Ground motion; Hydrogeology; Original Research Paper; Reinforced concrete; Seismic activity; Seismology; Structural Geology
• ISSN: 1570-761X; 1573-1456
• DOI: 10.1007/s10518-008-9087-0

This preliminary study aims to investigate a M w 6.3 earthquake that occurred in South Iceland on Thursday 29 May 2008 at 15:45 UTC. The epicentre was in the Olfus District between the towns of Selfoss and Hveragerdi. This study examines the data recorded and the damage observed immediately after the event. Horizontal accelerations of up to 80%g were recorded in the epicentral region and there is visual evidence that the vertical acceleration exceeded 1 g. The PGA data is compared to a ground motion estimation model developed for the South Iceland earthquakes in June 2000. In general the basic properties of this event are found to be similar to the characteristics of the South Iceland earthquakes in June 2000. The duration of strong-motion is short and the intensity attenuates rapidly with increasing distance. The earthquake action resisted by buildings in the near fault area is inspected through evaluation of elastic as well as inelastic response spectra. The vast majority of structures seemed to withstand the strong-motion fairly competently and without significant visual damage due firstly to the low-rise, predominantly reinforced concrete or timber, style of buildings. Secondly, the short duration of strong-motion contributed to the endurance of structures.