A Variable-Tensioned Transfer Matrix Method for Modal Analysis of Marine Risers and Its Application to Structural Damage Detection-Reference-Cited by-同舟云学术

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A Variable-Tensioned Transfer Matrix Method for Modal Analysis of Marine Risers and Its Application to Structural Damage Detection

Published:2021-03-12 Issue:6 Volume:25 Page:2151-2165
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Zhou Xingkun^ORCID,Sun Yuqing,Li Wenhua

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-021-1561-0.pdf

Reference44 articles.

1. Argyros IK, Khattri SK (2013) On the secant method. Journal of Complexity 29:454–471, DOI: https://doi.org/10.1016/j.jco.2013.04.001

2. Bakeer T (2016) Assessment the stability of masonry walls by the transfer-matrix method. Engineering Structures 110:1–20, DOI: https://doi.org/10.1016/j.engstruct.2015.11.052

3. Chen Y, Chai Y, Li X, Zhou J (2009) An extraction of the natural frequencies and mode shapes of marine risers by the method of differential transformation. Computers & Structures 87:1384–1393, DOI: https://doi.org/10.1016/j.compstruc.2009.07.003

4. Cheng Y, Vandiver JK, Moe G (2002) The linear vibration analysis of marine risers using WKB-based dynamic stiffness method. Journal of Sound and Vibration 251:750–760, DOI: https://doi.org/10.1006/jsvi.2001.3843

5. Daneshfaraza R, Kayab B (2008) Solution of the propagation of the waves in open channels by the transfer matrix method. Ocean Engineering 35:1075–1079, DOI: https://doi.org/10.1016/j.oceaneng.2008.05.002

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