| Œf�ÚŽGŽ��i˜a�j�F | “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W |
| Vol�F | 11Šª |
| ”N�F |
2002”N
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| •Å�F |
775-780•Å
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| ’˜ŽÒ�i˜a�j�F |
�_ŽR�@áÁ�C�¼�ì�@’‰Ži�C•Ÿ’n�@Œjˆê
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| ƒ^ƒCƒgƒ‹�i˜a�j�F |
‹[Ž—ƒXƒyƒNƒgƒ‹–@‚É‚æ‚é’n”Õ‚Ì”ñ�üŒ`’n�k‰ž“š‰ð�Í
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| �´˜^�i˜a�j�F |
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| ƒL�[ƒ��[ƒh�i˜a�j�F |
“îŽã’n”Õ�C’n�k‰ž“š�C”ñ�üŒ`�C‹[Ž—ƒXƒyƒNƒgƒ‹–@�C“™‰¿�üŒ`‰»–@
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| Œf�ÚŽGŽ��i‰p�j�F |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| ’˜ŽÒ�i‰p�j�F |
Makoto Kamiyama, Tadashi Matsukawa, Keiichi Fukuchi
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| ƒ^ƒCƒgƒ‹�i‰p�j�F |
NONLINEAR RESPONSE ANALYSIS OF GROUND BY PSEUDO-SPECTRAL METHOD
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| �´˜^�i‰p�j�F |
A new method for analyzing non-linear earthquake response of ground was developed using a one-dimensional pseudo-spectral method. It incorporates the non-linear relations between stress and strain into the time-domain calculations of earthquake motions. The method exactly follows the time variations of strains in terms of the time-varying rigidities and damping factors of soils, providing a quite different technique from conventional methods such as the equivalent linear method. We applied it to the down-hole records obtained at Port Island during the 1995 Hyogoken-Nanbu Earthquake to confirm its availability.
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| ƒL�[ƒ��[ƒh�i‰p�j�F |
Soft ground, Earthquake response, Non-linear, Pseudo-spectral method, Equivalent linear method
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| ‹LŽ–‹æ•ª�F |
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| ‹æ•ª�F |
ˆÏˆõ‰ï˜_•¶�W |