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Architecture & Urban Research Institute

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¼ö·Ï»çÇ× ´ëÇÑ°ÇÃàÇÐȸ³í¹®Áý ±¸Á¶°è, v.25 n.12 (2009-12)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(81) ÃÑÆäÀÌÁö(8)
ISSN 12269107
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ÁÖÁ¦¾î °­Ç³Ãë¾àµµ ; »ê¾÷½Ã¼³¹° ; »÷µåÀ§Ä¡ ÆгΠ; È®·ü¸ðÇü ; ¼º´É±â¹Ý°øÇÐ ; Extreme Wind Fragility ; Industrial Buildings ; Sandwich Panel ; Probabilistic Model ; Performance-Based Engineering
¿ä¾à2 In this paper, a fragility analysis methodology is developed for assessing the response of steel-framed industrial buildings exposed to extreme wind conditions. This fragility is a conditional limit state probability, presented as a function of the 3-second gust wind speed, based on a relation between statistics of wind loads and building resistances. Six different baseline industrial buildings considering different roof shapes and geographic locations were investigated using a probabilistic approach. The fragility methodology described in this paper can be used to develop performance-based design guidelines for industrial buildings in high wind regions as well as to provide information on which to base structural performance or expected loss assessments.
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