ŒfÚŽGŽi˜ajF “y–ØŠw‰ï˜_•¶W III ŠªF -Šª †F 412/III-12† •ÅF 33|41•Å ”NF 1989”N ŒŽF 12ŒŽ ’˜ŽÒi˜ajF •Ð“c•qsCD–{Œcˆê, ¬Žº’qº ƒ^ƒCƒgƒ‹i˜ajF –O˜a»‚Ì—š—ð´ÈÙ·Þ°‹zŽû󋵂ɋy‚Ú‚·“ü—Í“Á«‚̉e‹¿ ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF JOURNAL OF GEOTECHNICAL ENGINEERING ’˜ŽÒi‰pjF - ƒ^ƒCƒgƒ‹i‰pjF Effects of input acceleration waves on absorbing process of hysteresis energy in soilD ´˜^i‰pjF
In this study, the analysis of the absorbing conditions of hysteresis energy of soil was made. The hysteresis energy is calculated using the results of numerical analysis and on-line earthquake response loading test. Especially, the effect of the characteristics of the input acceleration wave is considered. As the analytical results, the following conclusions were obtained; when an input wave is narrow-banded wave that have one predominant component, the hysteresis energy is largest. And, in wide-banded wave, the hysteresis energy is very small. ƒL[ƒ[ƒhi‰pjF soil, hysteresis energy, failure, on-line experiment ‹LŽ–‹æ•ªF - ‹æ•ª @@@@˜_•¶W