@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W VolF 8-2Šª ”NF 1990”N •ÅF 1377-1382•Å ’˜ŽÒi˜ajF - ƒ^ƒCƒgƒ‹i˜ajF - ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Satoshi IWAI, Taijiro NONAKA, Ulrich BOURGUND, Hiroyuki KAMEDA ƒ^ƒCƒgƒ‹i‰pjF STRUCTURAL FAILURE DUE TO VERY LOW CYCLE FATIGUE OF STEEL MEMBERS AND ELEMENTS UNDER EARTHQUAKE LOADING ´˜^i‰pjF
In order to investigate the plastic failure due to repeated intense action of loads, as in a destructive earthquake, experimental studies have been performed principally on the aspects of very low cycle fatigue with respect to overall structural failure behavior. The failure state due to the very low cycle fatigue by loading repetitions of the order of several to ten cycles, is found to be related closely to the maximum fiber strain of the order of 20%. On the basis of the experimental investigation, an energy related damage criterion is suggested. Different types of failure modes are combined. Damage calculations are based on energy separation considerations, including the effect of loading history. Calculated failure values are able to be correlated fairly well with observed values. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W