Œf�ÚŽGŽ��i˜a�j�F
“y–ØŠw‰ï˜_•¶�W III
Šª�F
-Šª
�†�F
412/III-12�†
•Å�F
33�|41•Å
”N�F
1989”N
ŒŽ�F
12ŒŽ
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•Гc•q�s�C�D–{Œcˆê, �¬Žº’q�º
ƒ^ƒCƒgƒ‹�i˜a�j�F
–O˜a�»‚Ì—š—ð´ÈÙ·Þ°‹zŽû�󋵂ɋy‚Ú‚·“ü—Í“Á�«‚̉e‹¿
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�´˜^�i˜a�j�F
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ƒL�[ƒ��[ƒh�i˜a�j�F
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Œf�ÚŽGŽ��i‰p�j�F
JOURNAL OF GEOTECHNICAL ENGINEERING
’˜ŽÒ�i‰p�j�F
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ƒ^ƒCƒgƒ‹�i‰p�j�F
Effects of input acceleration waves on absorbing process of hysteresis energy in soil�D
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�´˜^�i‰p�j�F
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��[ƒh�i‰p�j�F
soil, hysteresis energy, failure, on-line experiment
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