TY - GEN
T1 - Learning from recent destructive earthquakes in Iceland
AU - Bessason, Bjarni
N1 - Publisher Copyright: © The authors and IGS: All rights reserved, 2019.
PY - 2019
Y1 - 2019
N2 - In June 2000 two Mw6.5 earthquakes occurred in the middle of the largest agricultural region in Iceland and in May 2008 the region was hit again by a Mw6.3 event. The maximum inter-epicentral distance between these quakes was 38 km. The geology in Iceland is young and quite special and there are sites where stiff lava overlays sediments or soft sediment layers are sandwiched between lava layers. Strong motion data were recorded at a number of stations in the 2000 and 2008 events and valuable information about ground motion attenuation and site amplification were obtained. Furthermore, in each case nearly 5000 residential buildings were affected. A great deal of damage occurred but no residential buildings collapsed and there were no fatalities. Insurance against natural disasters is compulsory for all buildings and all properties are registered in a comprehensive inventory database. Therefore, to fulfil insurance claims, a field survey was carried out and a complete building-by-building loss database was established after the 2000 events and the 2008 quake which is international unique. Based on the loss databases seismic vulnerability models have been developed. The loss data and the models show that the overall seismic performance of the Icelandic buildings was outstanding. Timber buildings behaved best, then the RC buildings, whilst the masonry buildings were most vulnerable.
AB - In June 2000 two Mw6.5 earthquakes occurred in the middle of the largest agricultural region in Iceland and in May 2008 the region was hit again by a Mw6.3 event. The maximum inter-epicentral distance between these quakes was 38 km. The geology in Iceland is young and quite special and there are sites where stiff lava overlays sediments or soft sediment layers are sandwiched between lava layers. Strong motion data were recorded at a number of stations in the 2000 and 2008 events and valuable information about ground motion attenuation and site amplification were obtained. Furthermore, in each case nearly 5000 residential buildings were affected. A great deal of damage occurred but no residential buildings collapsed and there were no fatalities. Insurance against natural disasters is compulsory for all buildings and all properties are registered in a comprehensive inventory database. Therefore, to fulfil insurance claims, a field survey was carried out and a complete building-by-building loss database was established after the 2000 events and the 2008 quake which is international unique. Based on the loss databases seismic vulnerability models have been developed. The loss data and the models show that the overall seismic performance of the Icelandic buildings was outstanding. Timber buildings behaved best, then the RC buildings, whilst the masonry buildings were most vulnerable.
KW - Attenuation
KW - Fragiltiy
KW - Low-rise buildings
KW - Seismic hazard
KW - Site amplification
KW - Vulnerability
UR - https://www.scopus.com/pages/publications/85112013932
U2 - 10.32075/17ECSMGE-2019-1100
DO - 10.32075/17ECSMGE-2019-1100
M3 - Conference contribution
T3 - 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings
BT - 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings
A2 - Sigursteinsson, Haraldur
A2 - Erlingsson, Sigurour
A2 - Bessason, Bjarni
PB - International Society for Soil Mechanics and Geotechnical Engineering
T2 - 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019
Y2 - 1 September 2019 through 6 September 2019
ER -