Œf�ÚŽGŽ��i˜a�j�F
“ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€�u‰‰�W
Vol�F
5Šª
”N�F
1978”N
•Å�F
1345-1352•Å
’˜ŽÒ�i˜a�j�F
ˆÀ“¡�@’Œ�C�@�¬‘q�@�M˜a�C�@�¬–x�@�l�_
ƒ^ƒCƒgƒ‹�i˜a�j�F
Œƒ�kŽž‚É‚¨‚¯‚é‚«—ô‚Ì‹““®‚Æ‹–—eŒ‡Š×�¡–@�@�|ŒJ‚è•Ô‚µ‚Ì�‚‰ž—͉º‚É‚¨‚¯‚é‚«—ô‚Ì�¬’·‚Æ‚º‚¢�«”j‰ó‚Ö‚Ì‘JˆÚ‹““®�|
|
�´˜^�i˜a�j�F
-
|
|
ƒL�[ƒ��[ƒh�i˜a�j�F
-
|
Œf�ÚŽGŽ��i‰p�j�F
PROCEEDINGS OF JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
’˜ŽÒ�i‰p�j�F
Kotoji ANDO, Nobukazu OGURA, Takahiro KOBORI
ƒ^ƒCƒgƒ‹�i‰p�j�F
ON THE ALLOWABLE DEFECT SIZE IN STEEL STRUCTURE FOR EARTHQUAKE MOTIONS (J-INTEGRAL APPROACH TO ELASTIC-PLASTIC FATIGUE CRACK GROWTH AND TRANSITION BEHAVIOR FROM STABLE TO UNSTABLE CRACK PROPAGATION)
|
�´˜^�i‰p�j�F
-
|
|
ƒL�[ƒ��[ƒh�i‰p�j�F
-
|
‹LŽ–‹æ•ª�F
-
‹æ•ª
�@�@�@ˆÏˆõ‰ï˜_•¶�W