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Architecture & Urban Research Institute

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³í¹®¸í dzµ¿½ÇÇèÀ» ÅëÇÑ Á᫐ °³¹æ Ÿ¿øÇü µ¼ ÁöºØÀÇ ÇÇũdz¾Ð°è¼ö ºÐ¼® / Investigation of Peak Pressure Coefficient of Central Open Elliptical Dome Roof by Wind Tunnel Test
ÀúÀÚ¸í ÀÌÁ¾È£(Lee, Jong-Ho) ; õµ¿Áø(Cheon, Dong-Jin)½Äº°ÀúÀÚ ; ±è¿ëö(Kim, Yong-Chul) ; À±¼º¿ø(Yoon, Sung-Won)
¹ßÇà»ç ´ëÇѰÇÃàÇÐȸ
¼ö·Ï»çÇ× ´ëÇѰÇÃàÇÐȸ³í¹®Áý, Vol.37 No.09 (2021-09)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(189) ÃÑÆäÀÌÁö(197)
ISSN 2733-6247
ÁÖÁ¦ºÐ·ù ±¸Á¶ / Àç·á
ÁÖÁ¦¾î °³Æó½Ä µ¼ ÁöºØ; ¿ÜÀåÀç¿ë dz¾Ð°è¼ö; dzµ¿½ÇÇè; dzÇÏÁß ±âÁØ ; Elliptical Retractable Dome Roof; Wind Pressure Coefficient of Cladding; Wind Tunnel Test; Wind Load Standard
¿ä¾à1 ÀÌ ¿¬±¸¿¡¼­´Â Áß¾Ó¿¡ °³±¸ºÎ°¡ ÀÖ´Â °³Æó½Ä Ÿ¿øÇü µ¼ ÁöºØÀÇ Ç³¾Ð Ư¼ºÀ» Á¶»çÇÏ¿´´Ù. dzµ¿ ½ÇÇèÀº ´Ù¾çÇÑ º® ³ôÀÌ ´ë °æ°£ ºñÀ²(0.1?0.5)°ú °³ÆóÀ² 30%¸¦ °®´Â Ÿ¿øÇü µ¼ ÁöºØ¿¡ ´ëÇØ ¼öÇàµÇ¾úÀ¸¸ç, ¿©±â¼­ °³ÆóÀ²Àº ÁöºØÀÇ ¿­¸° ¸éÀû°ú Àüü ¸éÀûÀÇ ºñÀ²·Î Á¤ÀǵǾú½À´Ï´Ù. ÇöÇà ±âÁØ¿¡´Â Ÿ¿øÇü µ¼ ÁöºØ ¹× °³¹æÇü ÁöºØÀÇ ¿ÜÀåÀç¿ë ÇÇũdz¾Ð°è¼ö°¡ ¾ø±â ¶§¹®¿¡ Ÿ¿øÇü µ¼ ÁöºØÀÇ ÇÇũdz¾Ð°è¼ö °á°ú¸¦ Çѱ¹ dzÇÏÁß ÄÚµå(KDS 41 10 15)¿Í ºñ±³Çß½À´Ï´Ù. ±× °á°ú ½ÇÇè°ªÀÌ ÇöÀç Äڵ带 ÃʰúÇß½À´Ï´Ù.
¿ä¾à2 This study investigated the wind pressure characteristics of an elliptical retractable dome roof with a central opening. Wind tunnel
experiments were performed on elliptical dome roofs with varying wall height?to?span ratios (0.1?0.5) and opening ratio of 30%, where the
opening ratio was defined as the ratio of the open area of the roof to the total area of the roof. The resulting peak pressure coefficients of
the elliptical dome roof were then compared with those of the korean wind load code (KDS 41 10 15) as there are no current peak pressure
coefficients for the cladding design code of elliptical dome roofs and open roofs. As a result, the experimental values exceeded the current
code.
¼ÒÀåó ´ëÇѰÇÃàÇÐȸ
¾ð¾î Çѱ¹¾î
DOI https://doi.org/10.5659/JAIK.2021.37.9.189
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