Steady-State Response Analysis of Double-Beam System Based on the Reduced Multibody System Transfer Matrix Method
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-8048-2_162
Reference15 articles.
1. Pavlović I, Pavlović R, Kozić P, Janevski G (2013) Almost sure stochastic stability of a viscoelastic double-beam system. Arch Appl Mech 83:1591–1605. https://doi.org/10.1007/s00419-013-0767-0
2. Fei H, Danhui D, Wei C, Jubao Z (2020) A novel analysis method for damping characteristic of a type of double-beam systems with viscoelastic layer. Appl Math Model 80:911–928. https://doi.org/10.1016/j.apm.2019.11.008
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5. Gupta KK (1976) On a finite dynamic element method for free vibration analysis of structures. Comput Methods Appl Mech Eng 9:105–120. https://doi.org/10.1016/0045-7825(76)90079-7
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