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Vol�F10-2Šª
”N�F 1998”N
•Å�F 1929-1934•Å
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Œf�ÚŽGŽ��i‰p�j�F THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
’˜ŽÒ�i‰p�j�F Kenji MlURA,Kohji KOYAMADA
ƒ^ƒCƒgƒ‹�i‰p�j�F PRACTICAL METHOD FOR EVALUATING KINEMATIC STRESSES IN PILES
�´˜^�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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