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Architecture & Urban Research Institute

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³í¹®¸í °ñÁ¶-Àü´Üº® ±¸Á¶¿¡¼­ ¼öÆò°­¼ºÀÇ Çâ»óÀ» À§ÇÑ ±¸Á¶¼³°è ¹æ¹ý / Method of Structural Design for Improvement of Lateral Stiffness in Frame-Shear Wall Structures
ÀúÀÚ¸í ±èÇü±â(Kim, Hyong-Kee)
¹ßÇà»ç ´ëÇÑ°ÇÃàÇÐȸÁöȸ¿¬ÇÕȸ
¼ö·Ï»çÇ× ´ëÇÑ°ÇÃàÇÐȸÁöȸ¿¬ÇÕȸ ³í¹®Áý, Vol.17 No.01 (Åë±Ç65È£) (2015-02)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(179) ÃÑÆäÀÌÁö(8)
ISSN 1229-5752
ÁÖÁ¦ºÐ·ù ±¸Á¶
ÁÖÁ¦¾î °ñÁ¶-Àü´Üº® ±¸Á¶ ; ¼öÆò°­¼º ; ±¸Á¶¼³°è ; ±âµÕ ; Frame-Shear Wall Structures ; Lateral Stiffness ; Structural Design ; Column
¿ä¾à1 º» ¿¬±¸´Â ±¸Á¶Çؼ® ÇÁ·Î±×·¥ Midas-GenÀ» ÀÌ¿ëÇÏ¿© ±âµÕ-Àü´Üº® ±¸Á¶ÀÇ ¼öÆò°­¼º Çâ»óÀ» À§ÇÑ ¹æ¹ýÀ» ¸ð»öÇÏ°íÀÚ ÇÏ¿´´Ù. º» ¿¬±¸ÀÇ ÁÖ¿äÇÑ º¯¼ö´Â ±âµÕ°ú Àü´Üº®ÀÇ ¹èÄ¡¹æ¹ýÀÌ´Ù. ±âµÕ-Àü´Üº® ±¸Á¶ÀÇ ¼öÆò°­¼º Çâ»óÀ» À§ÇÑ ¹æ¹ýÀ» ¸ð»öÇϱâ À§ÇÏ¿© ÃÖ»óÃþ ¼öÆò°­¼ºÀ» ºñ±³ºÐ¼®ÇÏ¿´´Ù. º» ¿¬±¸ÀÇ °á°ú, ±âµÕ°ú Àü´Üº®ÀÇ ¹èÄ¡¹æ¹ýÀº ±âµÕ-Àü´Üº® ±¸Á¶ÀÇ ¼öÆò°­¼º Çâ»ó¿¡ ¿µÇâÀ» ¹ÌÄ¡´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù. ¶ÇÇÑ º» ¿¬±¸¿¡¼­ Á¦½ÃµÈ Çؼ®¿¬±¸ÀÇ °á°ú´Â ÇÕ¸®ÀûÀÎ ±âµÕ-Àü´Üº® ±¸Á¶¼³°è ÀڷḦ È®º¸Çϴµ¥ µµ¿òÀÌ µÉ ¼ö ÀÖ´Ù°í »ý°¢µÈ´Ù.
¿ä¾à2 The goal of this research is to search the method of structural design for improvement of lateral stiffness in frame-shear wall structures, using the structural analysis program MIDAS-Gen. In this study, the main parameters of structural analysis were the layout method of column and shear wall etc. To look for the method of structural design for improvement of lateral stiffness in frame-shear wall structures, we analysed the lateral stiffness of top level which are the primary factors in the structural design of high-rise building. The study results indicated that the layout method of column and shear wall had an effect on the improvement of lateral stiffness in frame-shear wall structures. And the study results presented in this paper provided the basic data of structural design for the reasonable frame-shear wall structure in high-rise building.
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