A novel analysis method for damping characteristic of a type of double-beam systems with viscoelastic layer

DOI10.1016/j.apm.2019.11.008zbMath1481.74436OpenAlexW2989234975WikidataQ126815772 ScholiaQ126815772MaRDI QIDQ1989015

Dan Danhui, Zang Jubao, Cheng Wei, Han Fei

Publication date: 24 April 2020

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2019.11.008

zbMATH Keywords

Wittrick-Williams algorithmdouble-beamdamping characteristicsdynamic stiffness methoddynamic analysis method

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Linear constitutive equations for materials with memory (74D05)

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Dynamic behaviour of carbon-nanotube reinforced functionally graded double-arch systems ⋮ Dynamic stiffness method for exact longitudinal free vibration of rods and trusses using simple and advanced theories

Cites Work

• Almost sure stochastic stability of a viscoelastic double-beam system
• Analysis of a composite layered elastic foundation
• Free vibrations of Timoshenko beam-columns on Pasternak foundations
• Free vibrations of foundation beams on two-parameter elastic soil
• Damping of Beam Vibrations By Means of a Thin Constrained Viscoelastic Layer: Evaluation of a New Theory
• Axially‐loaded damped Timoshenko beam on viscoelastic foundation
• A GENERAL ALGORITHM FOR COMPUTING NATURAL FREQUENCIES OF ELASTIC STRUCTURES
• Unnamed Item

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