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The Bam Earthquake of 26 December 2003
Authors:Farrokh?Nadim  author-information"  >  author-information__contact u-icon-before"  >  mailto:Farrokh.Nadim@ngi.no"   title="  Farrokh.Nadim@ngi.no"   itemprop="  email"   data-track="  click"   data-track-action="  Email author"   data-track-label="  "  >Email author,Masoud?Moghtaderi-Zadeh,Conrad?Lindholm,Arild?Andresen,Svein?Remseth,Mohammad?Javad?Bolourchi,Mohammad?Mokhtari,Eirik?Tvedt
Affiliation:(1) International Centre for Geohazards (ICG)/Norwegian Geotechnical Institute, P.O. Box 3930, Ullevaal Stadion, Oslo, NO-0806, Norway;(2) Risk & Reliability Engineering, 5687 Morningside Drive, San Jose, CA 95138, USA;(3) ICG/NORSAR, P.O. Box 53, NO-2027 Kjeller, Norway;(4) Department of Geosciences, ICG/University of Oslo, P.O. Box 1047, Blindern, Oslo, NO-0316, Norway;(5) Department of Structural Engineering, ICG/Norwegian University of Science and Technology, Richard Birkelands vei 1a, Gloeshaugen, NO-7491 Trondheim, Norway;(6) Geological Survey of Iran, P.O. Box 13198-1494, Tehran, I.R. Iran;(7) International Institute of Earthquake Engineering and Seismology, P.O. Box 19395/3913, Tehran, I.R. Iran;(8) Statoil, Forusbreen 50, NO-4035 Stavanger, Norway
Abstract:The devastating earthquake of 26 December 2003 claimed more than 26,000 lives in the city of Bam and surrounding towns and villages in Southeast Iran, and left the majority of the Bam population homeless. The reason for this tragedy was an unfortunate combination of geological, social and human circumstances. The causative fault practically traversed the city of Bam and the earthquake occurred at a shallow depth. The residential buildings were completely inappropriate for a seismic region, being extremely vulnerable to earthquake shaking, and the earthquake occurred early in the morning when most people were still sleeping. The damage pattern was nearly symmetric about a line 3 km to the west of the surface expression of the Bam fault, and the damage attenuated rapidly with distance from this line. The industrial facilities and the lifelines performed relatively well and experienced slight to moderate damage, but this might have been due to their distance from the earthquake epicentre. However, many of the ldquoqanatrdquo (traditional subterranean irrigation channels) chains that served the twin cities of Bam and Baravat collapsed. Emergency facilities (hospitals, police and fire stations), schools and the university were destroyed and/or heavily damaged during the earthquake. The geotechnical effects of the earthquake were not significant. There was little evidence that site response effects played a major role in the damage pattern in the city. There were no reports of liquefaction and only minor sliding activity took place during the event. A unique set of strong motion acceleration recordings were obtained at the Bam accelerograph station. The highest peak ground acceleration (nearly 1g) was recorded for the vertical component of the motion. However, the longitudinal component (fault-parallel motion in N–S direction) clearly had the largest energy flux, as well as the largest maximum velocity and displacement.
Keywords:Bam earthquake  geology  Iran  lifelines  seismic behaviour of buildings  seismology
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