Dynamic Force Identification for Beamlike Structures Using an Improved Dynamic Stiffness Method

In this study a procedure of dynamic force identification for beamlike structures is developed based on an improved dynamic stiffness method. In this procedure, the entire structure is first divided into substructures according to the excitation locations and the measured response sites. Each substr...

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Bibliographic Details
Main Authors: S.L. Chen, M. Géradin
Format: Article
Language:English
Published: Wiley 1996-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.3233/SAV-1996-3304
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