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³í¹®¸í Á¡Åº¼º-½½¸´ º¹ÇÕ´ïÆÛ·Î º¸°­µÈ °Ç¹°ÀÇ ³»Áø¼º´ÉÆò°¡ / Seismic Performance Evaluation of Structures Retrofitted with Viscoelastic-Slit Hybrid Dampers
ÀúÀÚ¸í ±è¹Î¼º(Kim, Minsung) ; ÀÚ¿Àµ¿½¬(Xu, Zhaodong) ; ±èÁø±¸(Kim, Jinkoo)½Äº°ÀúÀÚ
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¼ö·Ï»çÇ× Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý, Vol.22 No.7(Åë±Ç 126È£) (2018-11)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(361) ÃÑÆäÀÌÁö(7)
ISSN 1226-525X
ÁÖÁ¦ºÐ·ù ±¸Á¶
ÁÖÁ¦¾î ; Energy dissipation device ; Seismic retrofit ; Optimum design ; Fragility analysis
¿ä¾à2 This study investigates the seismic performance of a hybrid seismic energy dissipation device composed of a viscoelastic damper and a steel slit damper connected in parallel. A moment-framed structure is designed without seismic load and is retrofitted with the hybrid dampers. The model structure is transformed into an equivalent simplified system to find out optimum story-wise damper distribution pattern using genetic algorithm. The effectiveness of the hybrid damper is investigated by fragility analysis of the structure with and without the dampers. The analysis results show that after seismic retrofit the probability of reaching damage states, especially the complete damage state, of the structure turn out to be significantly reduced.
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DOI https://doi.org/10.5000/EESK.2018.22.7.361
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