A Mathematically Developed Dynamic Model for Laterally Loaded Piles

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A Mathematically Developed Dynamic Model for Laterally Loaded Piles

Baranov-Novak model is reassessed for its application in pile dynamic problems. Argument is made on the physical meaning of real and imaginary parts of the mathematical solution. Frequency dependent stiffness and damping are investigated. Contribution of the soil inertia in pile lateral vibration is...

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Bibliographic Details
Main Authors:	Bahrami, Amir, Nikraz, Hamid
Other Authors:	Pile 2013 International Conference Undertaken by IRSM
Format:	Conference Paper
Published:	Pile 2013 International Conference Undertaken by IRSM 2013
Subjects:	pile dynamic damping pile dynamic pile dynamic stiffness pile impedance
Online Access:	http://hdl.handle.net/20.500.11937/38256

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