| Œf�ÚŽGŽ��i˜a�j�F | “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W |
| Vol�F | 10-2Šª |
| ”N�F |
1998”N
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| •Å�F |
1929-1934•Å
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| ’˜ŽÒ�i˜a�j�F |
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| ƒ^ƒCƒgƒ‹�i˜a�j�F |
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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 |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| ’˜ŽÒ�i‰p�j�F |
Kenji MlURA,Kohji KOYAMADA
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| ƒ^ƒCƒgƒ‹�i‰p�j�F |
PRACTICAL METHOD FOR EVALUATING KINEMATIC STRESSES IN PILES
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| �´˜^�i‰p�j�F |
Dynamic stresses in a pile comprise inertial ƒÐ�¡ and kinematic ƒÐ�¡ stresses. This paper describes a practical method for evaluating the latter stresses ƒÐ�¡ when the maximum acceleration of a design earthquake is given at the ground surface. The subsoil response, which is required to evaluate ƒÐ�¡, is determined from the first natural period and the modal-damping factor of the subsoil, incorporating nonlinear characteristics. The applicability of the proposed method is examined in comparison with a more rigorous method. The comparative studies show that ƒÐ�¡ and the non-linear behaviors obtained by the proposed method agree well with the rigorous analysis results. The applicability of the proposed method is confirmed from the viewpoint of practical seismic design of a pile.
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| ƒL�[ƒ��[ƒh�i‰p�j�F |
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| ‹LŽ–‹æ•ª�F |
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| ‹æ•ª�F |
ˆÏˆõ‰ï˜_•¶�W |