°ÇÃ൵½Ã°ø°£¿¬±¸¼Ò

Architecture & Urban Research Institute

pdf¿ø¹®º¸±â ¿¡·¯ ÇØ°á¹æ¹ý ¹Ù·Î°¡±â



¹®ÇåȨ > ¿¬±¸³í¹® > »ó¼¼

[¿ø¹®º¸±â½Ã ¼ÒºñµÇ´Â Æ÷ÀÎÆ® : 100 Æ÷ÀÎÆ®] ¹Ì¸®º¸±â Àοë

´ëÇѰÇÃàÇÐȸ|´ëÇѰÇÃàÇÐȸ³í¹®Áý ±¸Á¶°è 2007³â 8¿ù

³í¹®¸í Ç÷§Ç÷¹ÀÌÆ® ±¸Á¶¹°ÀÇ ³»Áø¼º´É Æò°¡ / Seismic Performance Evaluation of Flat-Plate Structures
ÀúÀÚ¸í º¯Å¿ì½Äº°ÀúÀÚ(Byeon Tae-Woo) ; ±èÅ¿Ͻĺ°ÀúÀÚ(Kim Tae-Wan) ; ±èÁø±¸½Äº°ÀúÀÚ(Kim Jin-Koo)
¹ßÇà»ç ´ëÇѰÇÃàÇÐȸ
¼ö·Ï»çÇ× ´ëÇѰÇÃàÇÐȸ³í¹®Áý ±¸Á¶°è, v.23 n.8 (2007-08)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(19) ÃÑÆäÀÌÁö(8)
ISSN 12269107
ÁÖÁ¦ºÐ·ù ±¸Á¶
ÁÖÁ¦¾î Ç÷§Ç÷¹ÀÌÆ® ; ³»Áø¼º´É ; ´É·Â½ºÆåÆ®·³¹ý ; ½Å·Úµµ¹ý ; Flat-Plate ; Seismic Performance ; Capacity Spectrum Method ; Confidence Level Method
¿ä¾à2 In this study the seismic performance of flat plate system structures designed without considering seismic load was investigated. Both the capacity spectrum method provided in ATC-40 and the nonlinear dynamic analyses were carried out to obtain maximum inter-story drifts for earthquake loads. Also the confidence level method presented in FEMA-355F was applied to evaluate the seismic safety of the model structures. The analysis results showed that the non-seismic designed flat-plate structures did not satisfy the strength requirement of the current seismic design code. The maximum inter-story drifts computed by the capacity spectrum method and the nonlinear dynamic analysis were smaller than the limit state for the collapse prevention performance level. Finally the results of the confidence level method showed that the model structures did not guarantee seismic safety.
¼ÒÀåó ´ëÇѰÇÃàÇÐȸ
¾ð¾î Çѱ¹¾î
ºÐ¼®¼­Áö
°ÇÃ౸Á¶ > ³»Áø±¸Á¶ > ³»ÁøÆò°¡

ÀÌ ¿¬±¸¿¡¼­´Â ÁöÁøÇÏÁßÀÇ °í·ÁµÇÁö ¾ÊÀº 3Ãþ°ú 6ÃþÀÇ Ç÷§Ç÷¹ÀÌÆ® ¿¹Á¦ ±¸Á¶¹°À» ¼³°èÇÏ°í ³»Áø¼º´ÉÀ» Æò°¡ÇÏ¿´´Ù. ÇØ¼®°á°ú¿¡ µû¸¥¸é ÇØ¼®¸ôµ¨Àº 2400³â ÁöÁø¿¡ ´ëÇÑ º¯À§ÇѰè´Â ¸¸Á·ÇÏ¿´À¸³ª ÇöÇà ³»Áø¼³°è±âÁØ¿¡¼­ ¿ä±¸ÇÏ´Â °­µµ¿¡´Â Å©°Ô ¹ÌÄ¡Áö ¸øÇÏ´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù.
¡á Ãßõ¹®Çå (ÀÌ ¹®Çå°ú °°ÀÌ º» ¹®Çå)
³»Áø¼º´ÉÆò°¡¿ä·É¿¡ µû¸¥ 4Ãþ RCÁ¶ °Ç¹°ÀÇ ³»ÁøÆò°¡
À¯ÀºÁ¾ ; ±è¿ëÁØ ; ±èÅÂÁø ; ±è½ÂÁø ; ¾ÈÃæ¿ø - Çѱ¹ÁöÁø°øÇÐȸ Ãß°è¿öÅ©¼¥ ¹ßÇ¥³í¹®Áý : (201109)
[³í¹®] Á¤ÀûÇØ¼®¿¡ ÀÇÇÑ Çб³ üÀ°°üÀÇ ³»Áø ¼º´É Æò°¡
Shigehiro Morooka ; Seita Tsuda ; Makoto Ohsaki - Çѱ¹°ø°£±¸Á¶ÇÐȸÁö : v.9 n.4(Åë±Ç 38È£) (200912)
Á¶Àû ³¢¿òº® ¹× Ç㸮º®À» °¡Áö´Â ö±ÙÄÜÅ©¸®Æ® °ñÁ¶ ³»Áø¼º´ÉÆò°¡
ÀÌ»óÇö ; Á¤¶õ ; ±èÇýÁø ; ±è¼±¿õ ; ¾ÈÃæ¿ø - Çѱ¹ÁöÁø°øÇÐȸ Ãß°è¿öÅ©¼¥ ¹ßÇ¥³í¹®Áý : (201009)
Á¶ÀûÁ¶ °ÇÃ๰¿¡ ´ëÇÑ ³»Áø º¸°­ ¹æ¾È
ÆíÁýÀ§¿øÈ¸ - °ÇÃ౸Á¶ ±â¼ú»ç ȸÁö(Çѱ¹°ÇÃ౸Á¶±â¼ú»çȸÁö) : v.9 n.1 (200203)
ºñ±¸Á¶¿ä¼ÒÀÇ ³»Áø¼³°è±âÁØ ºñ±³
À屨°ü(Chang, Kug-Kwan) ; ÀÓ¿µÃ¶(Lim, Young-Chul) ; ¼­´ë¿ø(Seo, Dae-Won) - ´ëÇѰÇÃàÇÐȸ³í¹®Áý ±¸Á¶°è : v.29 n.1 (201301)
ÇØ¿î´ë µÎ»ê À§ºê ´õ Á¦´Ï½º ±¸Á¶¼³°è
¹Ú±âÈ« ; ¹Ú¼®Áø - Çѱ¹°Ç¼³°ü¸®ÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý : (200811)
Á¶Àû°³Ã¼ Àç·áƯ¼º¿¡ °üÇÑ ½ÇÇèÀû ¿¬±¸
ÀÌ¿øÈ£(Yi Waon-Ho) ; ÀÌÁ¤ÇÑ(Lee Jung-Han) ; °­´ë¾ð(Kang Dae-Eon) ; ¾ç¿øÁ÷(Yang Won-Jik) - ´ëÇѰÇÃàÇÐȸ³í¹®Áý ±¸Á¶°è : v.20 n.12 (200412)
[ƯÁý] ±âÁ¸ ö°ñ°ÇÃ๰ÀÇ ³»Áø¼º´É Æò°¡ ¹× º¸°­
À̰­¹Î ; ¿À»óÈÆ - °ÇÃà(´ëÇѰÇÃàÇÐȸÁö) : v.48 n.8 (200408)
[ƯÁý] ºñ±¸Á¶¿ä¼ÒÀÇ ³»Áø¼³°è
±èÀåÈÆ - °ÇÃà(´ëÇѰÇÃàÇÐȸÁö) : v.48 n.8 (200408)
¿Üº® Ä¡À庮µ¹ Á¶Àûº®Ã¼ ÇÏÀÚÀÇ ÁÖ¿ä¿øÀΰú º¸°­°ø¹ý¿¡ °üÇÑ ¿¬±¸
ÀÌâ¼® ; À±¼º¿ø - ´ëÇѰÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý : v.32 n.1(±¸Á¶°è) (201204)
¡á Á¦ 1 ÀúÀÚÀÇ ´Ù¸¥ ¹®Çå ½Äº°ÀúÀÚ´õº¸±â
ºñ ³»Áø Ç÷§Ç÷¹ÀÌÆ® ½Ã½ºÅÛÀÇ ³»Áø ¼º´ÉÆò°¡
±èÅÂ¿Ï ; º¯Å¿ì ; ±èÁø±¸ - Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú¹ßǥȸ ³í¹®Áý : (200703)
ÁöÁøÇÏÁßÀÌ °í·ÁµÇÁö ¾ÊÀº Ç÷§Ç÷¹ÀÌÆ® ½Ã½ºÅÛÀÇ ³»Áø¼º´É Æò°¡
º¯Å¿ì ; ±èÁø±¸ ; ±èÅÂ¿Ï - ´ëÇѰÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý : (200610)
Tender Tornade(ºñƲ¸° Çü»óÀ» °¡Áø ÃʰíÃþ °Ç¹°ÀÇ ±¸Á¶¼³°è)
±è±âÈÆ ; ¹ÚÈï¼ö ; º¯Å¿ì - °ÇÃ౸Á¶(Çѱ¹°ÇÃ౸Á¶±â¼ú»çȸÁö) : v.12 n.4 (200511)