ŒfÚŽGŽi˜ajF
“ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€u‰‰W
VolF
5Šª
”NF
1978”N
•ÅF
1345-1352•Å
’˜ŽÒi˜ajF
ˆÀ“¡@’ŒC@¬‘q@M˜aC@¬–x@l_
ƒ^ƒCƒgƒ‹i˜ajF
ŒƒkŽž‚É‚¨‚¯‚é‚«—ô‚Ì‹““®‚Æ‹–—eŒ‡Š×¡–@@|ŒJ‚è•Ô‚µ‚Ì‚‰ž—͉º‚É‚¨‚¯‚é‚«—ô‚̬’·‚Æ‚º‚¢«”j‰ó‚Ö‚Ì‘JˆÚ‹““®|
|
´˜^i˜ajF
-
|
|
ƒL[ƒ[ƒhi˜ajF
-
|
ŒfÚŽGŽi‰pjF
PROCEEDINGS OF JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
’˜ŽÒi‰pjF
Kotoji ANDO, Nobukazu OGURA, Takahiro KOBORI
ƒ^ƒCƒgƒ‹i‰pjF
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‰pjF
-
|
|
ƒL[ƒ[ƒhi‰pjF
-
|
‹LŽ–‹æ•ªF
-
‹æ•ª
@@@ˆÏˆõ‰ï˜_•¶W