Exact frequency response of bars with multiple dampers
From MaRDI portal
Publication:2014453
DOI10.1007/s00707-016-1691-5zbMath1369.74044OpenAlexW2498554160MaRDI QIDQ2014453
Gioacchino Alotta, Giuseppe Failla, Francesco Paolo Pinnola
Publication date: 25 August 2017
Published in: Acta Mechanica (Search for Journal in Brave)
Full work available at URL: http://hdl.handle.net/10447/289603
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Materials of strain-rate type and history type, other materials with memory (including elastic materials with viscous damping, various viscoelastic materials) (74D99)
Related Items (max. 100)
Uses Software
Cites Work
- Unnamed Item
- Closed-form solutions for Euler-Bernoulli arbitrary discontinuous beams
- Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports
- Exact reconstruction of multiple concentrated damages on beams
- On the separation of internal and boundary damage from combined measurements of electrical conductivity and vibration frequencies
- Analytical solutions for free and forced vibrations of a multiple cracked Timoshenko beam subject to a concentrated moving load
- Spectral finite element for vibration analysis of cracked viscoelastic Euler-Bernoulli beam subjected to moving load
- On applications of generalized functions to beam bending problems
- Identification of a bolted-joint model with fuzzy parameters loaded normal to the contact interface
- A solution method for Euler-Bernoulli vibrating discontinuous beams
- On Euler-Bernoulli discontinuous beam solutions via uniform-beam Green's functions
- COMPLEX MODAL ANALYSIS OF A FLEXURAL VIBRATING BEAM WITH VISCOUS END CONDITIONS
- Vibration analysis of frames with semi-rigid connections
- A Closed Form Solution of a Longitudinal Bar With a Viscous Boundary Condition
- Dynamic stiffness formulation for structural elements: A general approach
- On applications of generalized functions to the analysis of Euler-Bernoulli beam-columns with jump discontinuities
This page was built for publication: Exact frequency response of bars with multiple dampers