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Architecture & Urban Research Institute

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³í¹®¸í 2007³â ¿À´ë»ê ÁöÁø¿¡ ´ëÇÑ ¿ïÁø ¿øÀü °Ý³³°Ç¹° ÁöÁøÀÀ´ä Æò°¡ / Seismic Response of Ulchin NPP Containment Structures for 2007 Odaesan Earthquake / Á¦ ¥²-2 ºÐ°ú : ±¸Á¶¹°ÀÌ µ¿ÀûÇØ¼®¥±
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¼ö·Ï»çÇ× Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú¹ßǥȸ ³í¹®Áý (2007-03)
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¿ä¾à2 Seismic response of Ulchin NPP containment structures for 2007 Odaesan earthquake is examined using seismic damage assessment program for containment structure developed by KEERC and KINS. The program has been established through the combination of inelastic seismic analysis program and 3-D animation program. Damage indices at finite element level and structural level have been introduced for the seismic damage assessment. The analysis result of seismic damage assessment program shows that the response is very small and the containment structures behaved in elastic range.
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