Free flexural vibration of a partially wet tapered Timoshenko beam with intermittent mass and stiffness variations, eccentric tip mass and non-classical foundation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Ocean Engineering
Link
http://link.springer.com/article/10.1007/s11804-018-0035-3/fulltext.html
Reference8 articles.
1. Ankit, Datta N (2015) Free transverse vibration of ocean tower. Ocean Eng 107:271–282. https://doi.org/10.1016/j.oceaneng.2015.07.045
2. Ankit, Datta N, Kannamwar AN (2016) Free transverse vibration of mono-piled ocean tower. Ocean Eng 116:117–128. https://doi.org/10.1016/j.oceaneng.2015.12.055
3. Auciello, Ercolano (2004) A general solution for dynamic response of axially loaded non-uniform Timoshenko beams. Int J Solids Struct 41(18–19):4861–4874. https://doi.org/10.1016/j.ijsolstr.2004.04.036
4. Majkut L (2009) Free and forced vibrations of Timoshenko beams described by single difference equation. J Theor Appl Mech 47(1):193–210
5. Uściłowska, Kołodziej (1998) Free vibration of immersed column carrying a tip mass. J Sound Vib 216(1):147–157. https://doi.org/10.1006/jsvi.1998.1694
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