Details

Title

Free vibrations of uniform Timoshenko beams on Pasternak foundation using Coupled Displacement Field method

Journal title

Archive of Mechanical Engineering

Yearbook

2017

Volume

vol. 64

Numer

No 3

Authors

Keywords

free vibration ; Coupled Displacement Field method ; uniform Timoshenko beam ; Pasternak foundation

Divisions of PAS

Nauki Techniczne

Coverage

359-373

Publisher

Polish Academy of Sciences, Committee on Machine Building

Date

2017

Type

Artykuły / Articles

Identifier

ISSN 0004-0738, e-ISSN 2300-1895

References

Kien (2007), Free vibration of prestress Timoshenko beams resting on elastic foundation of, Vietnam Journal Mechanics, 29, 1, doi.org/10.15625/0866-7136/29/1/5586 ; Karkon (2016), New element formulation for free vibration analysis of Timoshenko beam on Pasternak elastic foundation of, Asian Journal Civil Engineering, 17, 427. ; Obara (2014), Vibrations and stability of Bernoulli - Euler and Timoshenko beams on two - parameter elastic foundation of Civil, Archives Engineering, 60, 421, doi.org/10.2478/ace-2014-0029 ; Lü (2010), A new analytic symplectic elasticity approach for beams resting on Pasternak elastic foundations of of Materials and, Journal Mechanics Structures, 4, 1741, doi.org/10.2140/jomms.2009.4.1741 ; Franciosi (1993), Free vibrations of foundation beams on two - parameter elastic soil &, Computers Structures, 47, 419, doi.org/10.1016/0045-7949(93)90237-8 ; Wang (1978), Vibrations of continuous Timoshenko beams on Winkler - Pasternak foundations of and, Journal Sound Vibration, 59, 211, doi.org/10.1016/0022-460X(78)90501-1 ; De Rosa (1995), Free vibrations of Timoshenko beams on two - parameter elastic foundation &, Computers Structures, 57, 151, doi.org/10.1016/0045-7949(94)00594-S ; Yokoyama (1988), Parametric instability of Timoshenko beams resting on an elastic foundation &, Computers Structures, 28, 207, doi.org/10.1016/0045-7949(88)90041-7 ; Yokoyama (1996), Vibration analysis of Timoshenko beam - columns on two - parameter elastic foundations &, Computers Structures, 61, 995, doi.org/10.1016/0045-7949(96)00107-1 ; Lee (2014), Natural frequencies for flexural and torsional vibrations of beams on Pasternak foundation and, Soils Foundations, 54, 1202, doi.org/10.1016/j.sandf.2014.11.013 ; Hassan (2015), Analysis of stressed Timoshenko beams on two parameter foundations of Civil, KSCE Journal Engineering, 19, 173, doi.org/10.1007/s12205-014-0278-8 ; De Rosa (1998), The influence of concentrated masses and Pasternak soil on the free vibrations of Euler beams exact solution of and, Journal Sound Vibration, 212, 573, doi.org/10.1006/jsvi.1997.1424 ; Lee (1992), Stability of a Timoshenko beam resting on a Winkler elastic foundation of and, Journal Sound Vibration, 153, 193, doi.org/10.1016/S0022-460X(05)80001-X ; Chen (2004), A mixed method for bending and free vibration of beams resting on a Pasternak elastic foundation Mathematical, Applied Modelling, 28, 877, doi.org/10.1016/j.apm.2004.04.001 ; Caliò (2013), Free vibrations of Timoshenko beam - columns on Pasternak foundations of and, Journal Vibration Control, 19, 686, doi.org/10.1177/1077546311433609 ; Wang (1977), Natural frequencies of Timoshenko beams on Pasternak foundations of and, Journal Sound Vibration, 51, 149, doi.org/10.1016/S0022-460X(77)80029-1 ; Meera Saheb (2007), Free vibration analysis of Timoshenko beams using Coupled Displacement Field Method of Structural, Journal Engineering, 34, 233.

DOI

10.1515/meceng-2017-0022

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