Affordable Access

Application of Impact Analysis Code based on Explicit Time Integration to Shaking Table Test for Three Story RC Frame

Authors
Keywords
  • 地震応答
  • 振動台
  • 鉄筋コンクリート
  • 地球シミュレータ
  • 並列化
  • スーパーコンピュータ
  • Fem

Abstract

56_1.pdf � 10�� ���� �� ������������( 2010� 12�) ���� �������� �� ���� ��������������� Application of Impact Analysis Code based on Explicit Time Integration to Shaking Table Test for Three Story RC Frame !"#*$%&'(**$)*+,***$-.(/****$0123***** Shigefumi Takeda, Yoshikazu Kanai, Yoshio Manabe, Kazukuni Niwa, Yoshiyuki Kasai *45678�8�9$6�:;78�9,<=371-0816>[email protected] 460FG� 1H **6I$45678�8�9$6�:;78�9,<=371-0816>[email protected] 460FG� 1H ***6I$(J)KLMNO$�(PQR<=113-0034STU�TVWX 3YZ 21FG 4[� 1\]^_ 4FH ****6I$(J)KLMNO$`ab<=113-0034STU�TVWX 3YZ 21FG 4[� 1\]^_ 4FH *****6c$45678�8�9$6�:;7de<=371-0816>[email protected] 460FG� 1H Key Words: Earthquake response, Shaking table test, RC frame, Earth simulator, FEM simulation �������� �� ������������������������FEM������ � ������� � fg 22�h$ijk l�8mno��Gpqrst �uvw(x)yz:;{|}��G~� (8m n O_ � ) � O $ 8 st � w ¡¢ st £L�LS-DYNA1)¤¥¢¦§$G p¨�©ª � « O(Reinforced Concrete, ¬­ RC) o��®¯ °±²³´µstw �l¶ $· 8 RCo��¸¹º·»¼½¤¾ ¦§� �¿ �st� K���À¤ÁÂ� � ���� stÃGpqrst¤Ä¶ÅÆ$ÇsÈ 2), 3)µÉÊh�2±swËk �(Ì$ÍÎÏÐ�Ñ K Ò µÓÔÌÕÖ¤s×ØÙwÚÛ$ÜÝh�Þß à ± 8 st¨á¤Ù��âã Ú� ´ $äåæs t 籧És�èé� ê�ëìíî 8 ¨á¤ ØÙ ��ÅÆïÚ� (Ì$ðsÈÉÍÎÏÐ�Ñ KÒ µÓÔÌÕÖ¤s×ØÙw ± ê$ÜÝhwÞ ß��ñòíî¨á 籧ÇsÈlÛóô Û$8 mnst 籧õö¤|÷�� äåæst 籧 És�èé� ê�ëìíî¤ØÙ øùs¤úê�û w µÚÛ$´ $Ùüá�ýþÃ$Ùü���¤ �� �¶û wµ�$����ý¯Ã®¯¤�¶ÌÈ ¦§�¦§±� � � ¦ ¦$ðsȵÉíî¨ á�¤�Ð ×��ØÙwÚ�û Ã$s���� ¤����û wØÙ � � �ûµ���µÉ$RC3��L ���� 1/4��� _�¸¹º·» 4), 5), 6)�st¤Ä±$ðsÈ l�RC ����Gpqrst����¤���� ï $� ���g $st!"��#Ã$G~� �� $%&¤Ä � � �� ������� � G~� (ES2)É'(�íînode (NEC SX-9/E) ¤)ÒO* µ+,��û lÛ -¦$íî. /¤Ð0��û µ8mn íî¤12 ��û w � K�µÚ� 1nodeÚ Û 83�CPU k �g §çÛ$��«w 128GB$20TB �45�6¤ 78$Ñ nodeáÉ9Ìã 64GB/:µ;< §± � � K�=>É 160node k�g §çÛ$û� �� � É 131TFLOPS � ·? st· @ ¥¢µ��CPU( ÉABwÚ�w$CDN� Ò O ¤¥¢¦§ 1CPU � E � 4node (4nodeF8CPU/node=32CPU)�G~� µí î¨á�GH¤¦ ûI$ E �µÉJ 100¨á �íîw

There are no comments yet on this publication. Be the first to share your thoughts.