Ží•Ê ˜_•¶
Žå‘è SD490‚ðŽå“S‹Ø‚É“K—p‚µ‚©‚‹@ŠBŽ®ŒpŽè‚ð‘Y�«ƒqƒ“ƒW•”‚É“¯—ñ”z’u‚µ‚½•Ç•”�Þ‚Ì—ÍŠw“I�«�ó‚ɂ‚¢‚Ä
•›‘è
•M“ª’˜ŽÒ Œã“¡—²�b�i“Œ‹ž“S�|ŠJ”­•”�»•iŠJ”­‰Û�j
˜A–¼ŽÒ1 �¬‘q‹M—T�i“Œ‹ž“S�|“y–Ø‹Z�p•”�j
˜A–¼ŽÒ2 •½–ì�ŸŽ¯�iƒtƒWƒ^‹Z�pƒZƒ“ƒ^�[�@“y–ØŒ¤‹†•”�j
˜A–¼ŽÒ3 “‡�O�i�‚’m�H‰È‘åŠw‘åŠw‰@�HŠwŒ¤‹†‰È�@Šî”Õ�HŠw�ê�U�j
˜A–¼ŽÒ4
˜A–¼ŽÒ5
ƒL�[ƒ��[ƒh arranged in a row�Afull scale wall member�Ahigh strength bar�Amechanical behaviors�Amechanical splice�Aplastic hinge zone�A—ÍŠw“I�«�ó�A“¯—ñ”z’u�A‘Y�«ƒqƒ“ƒW•”�AŽÀ‘å•ÇŽŽŒ±‘Ì�A‹@ŠBŽ®ŒpŽè�A�‚‹­“x“S‹Ø
Šª 37
�† 2
�擪ƒy�[ƒW 535
––”öƒy�[ƒW 540
”N“x 2015
—vŽ| •Ç•”�Þ‚ð‘Î�Û‚Æ‚µ‚Ä�C�‚‹­“x“S‹ØSD490‚ðŽg—p‚µ�C‹@ŠBŽ®ŒpŽè‚ð‘Y�«ƒqƒ“ƒW•”‚É“¯—ñ”z’u‚µ‚½�ê�‡‚Ì—ÍŠw“I�«�ó‚ɂ‚¢‚Ä�CŽÀ‘å‹K–Í‚ÌŽŽŒ±‘Ì‚ð—p‚¢‚ÄŒŸ“¢‚µ‚½�B‚»‚ÌŒ‹‰Ê�C–{Œ¤‹†‚͈͓̔à‚Å�C‘Y�«ƒqƒ“ƒW•”‚ÉŒpŽè‚ð�Ý‚¯‚È‚¢ŽŽŒ±‘̂ƔäŠr‚µ‚Ä�C�‚‹­“x“S‹ØSD490“K—p‚É‚æ‚éŽå“S‹Ø”ä‚̒ጸ‚©‚Â�CŽ÷މƒOƒ‰ƒEƒg�Þ‚ð�[“U‚·‚é‚Ë‚¶�ß“S‹ØŒpŽè�iA‹‰�«”\�j‚ð‘Y�«ƒqƒ“ƒW•”‚É“¯—ñ”z’u‚µ‚Ä‚à�C‚Ђъ„‚ê�«�ó�C•ÏŒ`�«�󂨂æ‚тЂ¸‚Ý•ª•z‚É—LˆÓ‚È�·‚ª‚È‚¢‚±‚Æ‚ª‚í‚©‚Á‚½�B
PDFƒtƒ@ƒCƒ‹–¼ 037-01-2090.pdf


�yŒŸ�õŒ‹‰Ê‚Ö–ß‚é�z �yŒŸ�õ‰æ–ʂ֖߂é�z