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Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ / v.1, no.1, 1992³â, pp.1-13
»ý¹°»ý»ê½Ã¼³ÀÇ ±¸Á¶¼³°è¿¡ °üÇÑ ¿¬±¸ I. ¼³°èÇÏÁß »êÁ¤À» À§ÇÑ ±â»óÀÚ·á ºóµµºÐ¼®
( Studies on the Structural Design of Biological Production Facility I. Frequency Analysis of Weather Data for Design Load Estimation )
±è¹®±â;¼ÕÁ¤ÀÍ;³²»ó¿î;À̵¿±Ù;À̼®Àç; ¼­¿ï´ëÇб³ ³ó¾÷»ý¸í°úÇдëÇÐ ³ó°øÇаú;¼­¿ï´ëÇб³ ³ó¾÷»ý¸í°úÇдëÇÐ ³ó°øÇаú;¼­¿ï´ëÇб³ ³ó¾÷»ý¸í°úÇдëÇÐ ³ó°øÇаú;¼­¿ï´ëÇб³ ³ó¾÷»ý¸í°úÇдëÇÐ ³ó°øÇаú;¼­¿ï´ëÇб³ ³ó¾÷»ý¸í°úÇдëÇÐ ³ó°øÇаú;
 
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º» ¿¬±¸´Â »ý¹°»ý»ê½Ã¼³ÀÇ ¾ÈÀü±¸Á¶¼³°è±âÁØ ¸¶·ÃÀ» À§ÇÑ ±âÃÊÀڷḦ Á¦°øÇϱâ À§ÇÏ¿©, ¿ì¸®³ª¶óÀÇ 60°³ Áö¿ª¿¡ ´ëÇÑ ±â»óÀڷḦ »ç¿ëÇÏ¿© ¼³°èÇÏÁß »êÁ¤¿¡ ÇÊ¿äÇÑ ÀçÇö±â°£º° ¼³°èdz¼Ó ¹× ¼³°è Àû¼³½ÉÀ» ±¸ÇÏ°í µîdz¼Ó¼±µµ ¹× µîÀû¼³½É¼±µµ¸¦ ÀÛ¼ºÇÏ¿´À¸¸ç, ¾ò¾îÁø °á°ú¸¦ ¿ä¾àÇÏ¸é ´ÙÀ½°ú °°´Ù. 1. ³âÃÖ°íÄ¡ °è¿­ÀÇ ÃÖ´ëdz¼Ó ¹× ÃÖ´ëÀû¼³½É ÀÚ·á¿¡ ´ëÇÑ Type-I ±ØÄ¡ºÐÆ÷ÀÇ ÀûÁ¤ È®·üºÐÆ÷Çü °ËÁ¤À» À§ÇØ Chi-Square°ËÁ¤À» ½Ç½ÃÇÑ °á°ú ´ëºÎºÐ Áö¿ª¿¡¼­ ÀûÇÕ¼ºÀÌ ÀÎÁ¤µÇ¾ú´Ù. 2. ÀûÁ¤ È®·üºÐÆ÷ÇüÀ¸·Î ¼³Á¤µÈ Type-I ±ØÄ¡ºÐÆ÷¿¡ ÀÇÇÏ¿© ÀçÇö±â°£º° Ç¥º» ¼ö¿¡ µû¸¥ ºóµµ°è¼ö¸¦ ±¸Çϰí, °¢ Áö¿ªÀÇ ¼³°èdz¼Ó ¹× ¼³°èÀû¼³½ÉÀ» ±¸ÇÏ¿´À¸¸ç °á°ú´Â Table 5¿Í Table 6, ±×¸®°í Fig.3 ¹× Fig.4¿Í °°´Ù. 3. ÃÖ´ëdz¼ÓÀÇ ÃÖºódzÇ⠺м®°á°ú ÃÖ´ëdz¼ÓÀÇ ¾à 46.4 %°¡ ÀÏÁ¤ÇÑ ¹æÇâÀÎ °ÍÀ¸·Î ³ªÅ¸³µÀ¸¸ç, ÁöÇüÀ̳ª ȯ°æ»óÀÇ ¹®Á¦°¡ ¾øÀ» °æ¿ì ÃÖºódzÇâÀ» °í·ÁÇØ ÁÖ´Â ½Ã¼³¹èÄ¡·Î ±¸Á¶Àû ¾ÈÀü¼ºÀ» Çâ»ó½Ãų ¼ö ÀÖÀ» °ÍÀ¸·Î »ý°¢µÈ´Ù. 4. ¿ì¸®³ª¶óÀÇ Ç³¼Ó ¹× Àû¼³½ÉÀ» °í·ÁÇØ º¼ ¶§ ¿ï¸ªµµ ¹× ¿µµ¿Áö¹æÀº ½Ã¼³Àç¹èÁö¿ªÀ¸·Î ¸Å¿ì ºÒ¸®Çϸç, Ãæ³²°ú ÀüºÏ ¼­ÇØ¾È Áö¿ªÀº Àû¼³¿¡, ¼­³²ÇØ¾È Áö¿ªÀº ¹Ù¶÷¿¡ °­ÇÑ ±¸Á¶·Î ¼³°èÇÏ´Â °ÍÀÌ ¹Ù¶÷Á÷ÇÏ´Ù´Â °ÍÀ» È®ÀÎÇÒ ¼ö ÀÖ¾ú´Ù.
This study was attemped to provide some fundamental data for the safety structural design of biological production facility. Wind speed and snow depth according to recurrence intervals for design load estimation were calculated by frequency analysis using the weather data of 60 stations in Korea. The following results were obtained : 1. Type-I extremal distribution was selected for the probability density function of yearly maximum wind speed and snow depth and result of Chi-square goodness of fit showed highly significance at most regions. 2. Design frequency factors for given number of samples and recurrence intervals were calculated, and also design wind speed and snow depth as shown in Table 5-Table 6 and Fig.3-Fig.4 were derived. 3. About 46.4% of the winds having maximum wind speed at every station was analyzed to be same direction, and the consideration of this fact may improve the structural safety. 4. Considering wind speed and snow depth, protected cultivation is very difficult in Ullungdo and the Youngdong districts, and strong structural design is needed in the Chungnam and Junbuk west seaside against snow depth and the west-south seaside against wind speed in Korea.
 
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»ý¹°»ý»ê½Ã¼³;±¸Á¶;¼³°èÇÏÁß;dz¼Ó;Àû¼³½É;ºóµµºÐ¼®;biological production facility;structure;design load;wind speed;snow depth;frequency analysis;
 
»ý¹°È¯°æÁ¶ÀýÇÐȸÁö / v.1, no.1, 1992³â, pp.1-13
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
ISSN : 1229-4675
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199211922403687)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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