Erratum for “Vertical Vibration of Piles”

Nonlinear dynamic response of floating piles under vertical vibration

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...

Dynamic Analysis of Single Piles Under Vertical Loads

Dynamic Analysis of Single Piles Under Vertical Loads

Damage Identification of Piles Based on Vibration Characteristics

A method of damage identification of piles was established by using vibration characteristics. The approach focused on the application of the element strain energy and sensitive modals. A damage identification equation of piles was deduced using the structural vibration equation. The equation contained three major factors: change rate of element modal strain energy, damage factor of pile, and s...

dynamic analysis of single piles under vertical loads

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