Harmonic vibrations of multispan beams

Claes Dyrbye

Harmonic vibrations of multispan beams

Claes Dyrbye

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Abstract

Free and forced harmonic vibrations of multispan beams are determined by a method which implies 1 equation regardless of the configuration. The necessary formulas are given in the paper. For beams with simple supports and the same length of all (n) spans, there is a rather big difference between the n´th and the (n+1)´th eigenfrequency. The reason for this phenomenon is explained.Keywords: Vibrations, Eigenfrequencies, Beams.

Original language	English
Title of host publication	Proceedings of the Third European Conference on Structural Dynamics
Place of Publication	Firenze
Publisher	CRC Press/Balkema
Publication date	1996
Pages	641-647
Publication status	Published - 1996
Event	EURODYN '96 - Firenze, Italy Duration: 5 Jun 1996 → 8 Jun 1996

Conference

Conference	EURODYN '96
Country/Territory	Italy
City	Firenze
Period	05/06/1996 → 08/06/1996

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@inproceedings{5d10d16f3efc4809b90f6b46bd4589b8,

title = "Harmonic vibrations of multispan beams",

abstract = "Free and forced harmonic vibrations of multispan beams are determined by a method which implies 1 equation regardless of the configuration. The necessary formulas are given in the paper. For beams with simple supports and the same length of all (n) spans, there is a rather big difference between the n´th and the (n+1)´th eigenfrequency. The reason for this phenomenon is explained.Keywords: Vibrations, Eigenfrequencies, Beams.",

author = "Claes Dyrbye",

year = "1996",

language = "English",

pages = "641--647",

booktitle = "Proceedings of the Third European Conference on Structural Dynamics",

publisher = "CRC Press/Balkema",

note = "EURODYN '96 ; Conference date: 05-06-1996 Through 08-06-1996",

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TY - GEN

T1 - Harmonic vibrations of multispan beams

AU - Dyrbye, Claes

PY - 1996

Y1 - 1996

N2 - Free and forced harmonic vibrations of multispan beams are determined by a method which implies 1 equation regardless of the configuration. The necessary formulas are given in the paper. For beams with simple supports and the same length of all (n) spans, there is a rather big difference between the n´th and the (n+1)´th eigenfrequency. The reason for this phenomenon is explained.Keywords: Vibrations, Eigenfrequencies, Beams.

AB - Free and forced harmonic vibrations of multispan beams are determined by a method which implies 1 equation regardless of the configuration. The necessary formulas are given in the paper. For beams with simple supports and the same length of all (n) spans, there is a rather big difference between the n´th and the (n+1)´th eigenfrequency. The reason for this phenomenon is explained.Keywords: Vibrations, Eigenfrequencies, Beams.

M3 - Article in proceedings

SP - 641

EP - 647

BT - Proceedings of the Third European Conference on Structural Dynamics

PB - CRC Press/Balkema

CY - Firenze

T2 - EURODYN '96

Y2 - 5 June 1996 through 8 June 1996

ER -

Harmonic vibrations of multispan beams

Abstract

Conference

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