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Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ / v.3, no.2, 1994³â, pp.128-135
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Áö¿ªº° Ư¼ºÈ ¿Â½ÇÀÇ ½ÇÅ ¹× ±¸Á¶Àû ¾ÈÀü¼º
( Analyses of Actual State and Structural Safety of Regionally Characterized Greenhouses in Korea ) |
| ±è¹®±â;³²»ó¿î;¼ÕÁ¤ÀÍ;À±³²±Ô; ¼¿ï´ëÇб³ ³ó°øÇаú;¾È¼º»ê¾÷´ëÇб³ ³óÃ̰³¹ßÇаú;¼¿ï´ëÇб³ ³ó°øÇаú;¼¿ï´ëÇб³ ³ó°øÇаú;
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| Áö¿ªº°·Î ºÐÆ÷Çϰí Àִ Ư¼ºÈµÈ ¿Â½ÇÀÇ ÀåÁ¡À» »ì¸®°í ±¸Á¶ÀûÀÎ À§Çè¿ä¼Ò¸¦ ÁÙÀÓÀ¸·Î¼, Áö¿ªÆ¯¼º¿Â½Ç·Î Á¤ÂøÇÒ ¼ö ÀÖµµ·Ï Çϱâ À§ÇÏ¿© Áö¿ªº°·Î Ư¼ºÈµÈ ¿Â½ÇÀÇ ±¸Á¶½ÇŸ¦ Á¶»çÇÏ°í ±¸Á¶Àû ¾ÈÀü¼ºÀ» °ËÅäÇÏ¿´À¸¸ç ±× °á°ú¸¦ ¿ä¾àÇÏ¸é ´ÙÀ½°ú °°´Ù. 1. Àü³²Áö¹æ¿¡ Ư¼ºÈµÈ ¿Â½ÇÀÇ º¸±ÞÀÌ ¸¹¾ÒÀ¸¸ç, ±¤ÆøÇüÇϿ콺¿Í ´ëÇü ´Üµ¿ ÆÄÀÌÇÁÇϿ콺°¡ ÀÌ Áö¿ªÀÇ Æ¯¼ºÈµÈ ¿Â½Ç·Î¼ ¶Ñ·ÇÇÑ °æÇâÀ» ³ªÅ¸³»¾ú´Ù. 2. °æ³² ±èÇØÀÇ ¸ñÀçÇϿ콺, Àü³² ±¸·ÊÀÇ Æ®·¯½ºÇüÇϿ콺, °¿ø ÆòâÀÇ µ¼Çü ÆÄÀÌÇÁÇϿ콺, ÃæºÏ ¿ÁõÀÇ Æ÷µµÀç¹èÇϿ콺 µîÀÌ Æ¯Â¡ÀûÀÎ ¿Â½Ç·Î ³ªÅ¸³ª°í ÀÖ¾ú´Ù. 3. ±¤ÆøÇüÇϿ콺, Æ®·¯½ºÇüÇϿ콺, µ¼Çü ÆÄÀÌÇÁÇϿ콺 ¹× Æ÷µµÀç¹èÇϿ콺´Â 15-30³â ºóµµÀÇ Ç³ÇÏÁß°ú ¼³ÇÏÁß¿¡ ´ëÇÏ¿© ¾ÈÀüÇÑ °ÍÀ¸·Î ³ªÅ¸³µÀ¸³ª, ´ëÇü ´Üµ¿ ÆÄÀÌÇÁÇϿ콺´Â ¾à°£ÀÇ º¸°ÀÌ ÇÊ¿äÇϸç, ¸ñÀçÇϿ콺´Â ¸Å¿ì ºÒ¾ÈÁ¤ÇÏ¿© »ç¿ëÀ» ÁßÁöÇÏ´Â °ÍÀÌ ÁÁÀ» °ÍÀ¸·Î ÆÇ´ÜµÇ¾ú´Ù. 4. ´ë»ó¿Â½ÇÀÇ ±âÃÊ´Â ¸ðµÎ 30³â ºóµµÀÇ °Ç³¿¡ ´ëÇÏ¿© ÃæºÐÇÑ ÀιßÀúÇ×·ÂÀ» °¡Áö´Â °ÍÀ¸·Î ³ªÅ¸³ª ¾ÈÀüÇÑ °ÍÀ¸·Î ÆÇ´ÜµÇ¾ú´Ù. |
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| Recently, regionally characterized greenhouses have been built every place around the country. These greenhouses insist of their higher performance by considering regional merits than the greenhouses without considering regional ones, but it is not clear. The purpose of this study was to make clear the characteristics of the regionally characterized greenhouses through the analyses of actual state and structural safety. The greenhouses were investigated and classified into wide span house, large pipe house, arched lattice house, wooden house, viniculture house, and domed pipe house. The frames of wide span house, arched truss house, viniculture house and domed pipe house were analyzed to be structurally stable under the design wind speeds and snow depths in recurrence intervals of 15 or 30 years, but large pipe house was a little unstable and required some reinforcements, and wooden house turned out to be unstable. In addition, foundations of all characterized greenhouses were stable against pull - out capacity under the design wind speeds in recurrence interval of 30 years. |
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| Ű¿öµå |
| Ư¼ºÈ ¿Â½Ç;±¸Á¶Çؼ®;±¸Á¶Àû ¾ÈÀü¼º;±âÃÊÀÇ ¾ÈÁ¤;characterized greenhouse;structural analysis;structural safety stability of foundation; |
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»ý¹°È¯°æÁ¶ÀýÇÐȸÁö / v.3, no.2, 1994³â, pp.128-135
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
ISSN : 1229-4675
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199411922404349)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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