dynamic response of single piles under lateral loads and earthquakes

This paper presents the influence of non-linearity on the dynamic response of floating pile foundation subject to vertical vibration. A detailed theoretical investigation of stiffness and damping parameters is made for floating piles with different shear modulus reduction ratio of the weak zone soil. The accuracy of the non-linear analysis for predicting the dynamic response depends upon the ch...

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Journal title:

روش های عددی در مهندسی (استقلال)

جلد ۶، شماره ۱، صفحات ۵-۲۶

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