A New Formula of Impact Stiffness in Linear Viscoelastic Model for Pounding Simulation

The phenomenon of earthquake-induced structural pounding was extensively studied by some researchers using different models for the impact force. The aim of this paper is to provide a new formula of impact stiffness in the linear viscoelastic contact model, based on the assumption that the maximum i...

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Bibliographic Details
Main Authors: Xiuli Xu, Xiang Xu, Weiqing Liu, Ding Zhou
Format: Article
Language:English
Published: Wiley 2016-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2016/5861739
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