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Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ / v.4, no.2, 1995³â, pp.195-202
°æºÏÁö¹æ ÆÄÀÌÇÁÇϿ콺ÀÇ ¾ÈÀü°ñÁ¶°£°Ý¿¡ °üÇÑ ¿¬±¸
( A Study on the Safety Frame Interval of Pipe Houses in Kyungpook Region )
ÀÌÇö¿ì;À̼®°Ç; °æºÏ´ëÇб³ ³ó°ú´ëÇÐ ³ó¾÷Åä¸ñ°øÇаú;°æºÏ´ëÇб³ ³ó°ú´ëÇÐ ³ó¾÷Åä¸ñ°øÇаú;
 
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As the pipe houses were constructed by imitation and routine without a structural design by now, they were often destructed by a strong wind or a heavy snowfall. The purpose of this study was to provide the basic data for the safety structural design of the pipe houses in Kyungpook region to prevent meteorological disaster. It was shown that the change of frame interval according to the safety factor under the wind load was similar that under the snow load. But the safety frame interval under the snow load was approximately 0.5-0.6m greater than that under the wind load for equal safety factor. Therefore, it seemed that the maximum safety frame interval was to be decided by the snow load. The frame of the pipe houses in Seungju region was structurally stable under the design snow load in recurrence intervals of 8-15years, but was unstable in Kolyong region.
 
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¾ÈÀüµµ;°ñÁ¶°£°Ý;ÆÄÀÌÇÁÇϿ콺;°æºÏÁö¹æ;safety factor;frame interval;pipe house;Kyungpook region;
 
»ý¹°È¯°æÁ¶ÀýÇÐȸÁö / v.4, no.2, 1995³â, pp.195-202
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
ISSN : 1229-4675
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199511922404679)
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