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Influence of the stiffness-damping coupling of the foundation in the performance of a high-speed train track
Influence of the stiffness-damping coupling of the foundation in the performance of a high-speed train track
Influence of the stiffness-damping coupling of the foundation in the performance of a high-speed train track
Cunha, J. (author) / Correia, A.G. (author) / Tutumluer, E. / Al-Qadi, I.L.
International symposium; 8th, Bearing capacity of roads and airfields ; 2009 ; Champaign, IL
2009-01-01
8 pages
Includes bibliographical references and author indexes
Conference paper
English
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Train-Track-Bridge Interaction by Coupling Direct Stiffness Method and Mode Superposition Method
Online Contents | 2016
|Train-Track-Bridge Interaction by Coupling Direct Stiffness Method and Mode Superposition Method
British Library Online Contents | 2016
|Train-Track-Bridge Interaction by Coupling Direct Stiffness Method and Mode Superposition Method
Online Contents | 2016
|