A dynamic stiffness-based modal analysis method for a double-beam system with elastic supports-Reference-Cited by-同舟云学术

A dynamic stiffness-based modal analysis method for a double-beam system with elastic supports

Published:2021-01 Issue: Volume:146 Page:106978
ISSN:0888-3270
Container-title:Mechanical Systems and Signal Processing
language:en
Short-container-title:Mechanical Systems and Signal Processing

Author:

Fei Han,Danhui Dan,Zichen Deng

Funder

National Nature Science Foundation of China

National key R&D Program of China

Ministry of Transport

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,Aerospace Engineering,Civil and Structural Engineering,Signal Processing,Control and Systems Engineering

Reference26 articles.

1. Almost sure stochastic stability of a viscoelastic double-beam system;Pavlović;Arch. Appl. Mech.,2013

2. Normal mode vibrations of systems of elastically connected parallel bars;Seelig;J. Acoust. Soc. Am.,1963

3. Analysis on the dynamic characteristic of a tensioned double-beam system with a semi theoretical semi numerical method;Fei;Compos. Struct.,2018

4. Dynamic stiffness matrix of an axially loaded slenderdouble-beam element;Li;Struct. Eng. Mech.,2010

5. Analysis on the dynamic characteristic of a tensioned double-beam system with a semi theoretical semi numerical method;Fei;Compos. Struct.,2018

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