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‹¿
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´˜^i˜ajF
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ƒL[ƒ[ƒhi˜ajF
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ŒfÚŽGŽi‰pjF
JOURNAL OF GEOTECHNICAL ENGINEERING
’˜ŽÒi‰pjF
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ƒ^ƒCƒgƒ‹i‰pjF
Effects of input acceleration waves on absorbing process of hysteresis energy in soilD
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´˜^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.
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ƒL[ƒ[ƒhi‰pjF
soil, hysteresis energy, failure, on-line experiment
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