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 ’˜ŽÒ�i˜a�j�F •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‹¿ �´˜^�i˜a�j�F
- ƒL�[ƒ��[ƒh�i˜a�j�F - Œf�ÚŽGŽ��i‰p�j�F JOURNAL OF GEOTECHNICAL ENGINEERING ’˜ŽÒ�i‰p�j�F - ƒ^ƒCƒgƒ‹�i‰p�j�F Effects of input acceleration waves on absorbing process of hysteresis energy in soil�D �´˜^�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. ƒL�[ƒ��[ƒh�i‰p�j�F soil, hysteresis energy, failure, on-line experiment ‹LŽ–‹æ•ª�F - ‹æ•ª �@�@�@�@˜_•¶�W