Vibrations of a beam and related statistical properties

R. J. Bernhard; F. A. Milner; G. Rabbiolo

doi:10.1016/S0895-7177(01)00090-5

Vibrations of a beam and related statistical properties

R. J. Bernhard, F. A. Milner, G. Rabbiolo

Research output: Contribution to journal › Article › peer-review

6 Scopus citations

Abstract

In this work, we analyze the statistical properties of an ensemble of beams subject to vibrational loading. We consider the effect of variations in length and other parameters of the beam and its response. In this context, we precisely define low- and high-frequency regimes. Moreover, a simple statistical model is proposed that is valid in the high-frequency range.

Original language	English (US)
Pages (from-to)	657-675
Number of pages	19
Journal	Mathematical and Computer Modelling
Volume	34
Issue number	5-6
DOIs	https://doi.org/10.1016/S0895-7177(01)00090-5
State	Published - Jul 6 2001
Externally published	Yes

Keywords

Beam vibration
High frequency
Thresholds
Variation of response

ASJC Scopus subject areas

Modeling and Simulation
Computer Science Applications

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10.1016/S0895-7177(01)00090-5

Cite this

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abstract = "In this work, we analyze the statistical properties of an ensemble of beams subject to vibrational loading. We consider the effect of variations in length and other parameters of the beam and its response. In this context, we precisely define low- and high-frequency regimes. Moreover, a simple statistical model is proposed that is valid in the high-frequency range.",

keywords = "Beam vibration, High frequency, Thresholds, Variation of response",

author = "Bernhard, {R. J.} and Milner, {F. A.} and G. Rabbiolo",

year = "2001",

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T1 - Vibrations of a beam and related statistical properties

AU - Bernhard, R. J.

AU - Milner, F. A.

AU - Rabbiolo, G.

PY - 2001/7/6

Y1 - 2001/7/6

N2 - In this work, we analyze the statistical properties of an ensemble of beams subject to vibrational loading. We consider the effect of variations in length and other parameters of the beam and its response. In this context, we precisely define low- and high-frequency regimes. Moreover, a simple statistical model is proposed that is valid in the high-frequency range.

AB - In this work, we analyze the statistical properties of an ensemble of beams subject to vibrational loading. We consider the effect of variations in length and other parameters of the beam and its response. In this context, we precisely define low- and high-frequency regimes. Moreover, a simple statistical model is proposed that is valid in the high-frequency range.

KW - Beam vibration

KW - High frequency

KW - Thresholds

KW - Variation of response

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U2 - 10.1016/S0895-7177(01)00090-5

DO - 10.1016/S0895-7177(01)00090-5

M3 - Article

AN - SCOPUS:0035816119

SN - 0895-7177

VL - 34

SP - 657

EP - 675

JO - Mathematical and Computer Modelling

JF - Mathematical and Computer Modelling

IS - 5-6

ER -

Vibrations of a beam and related statistical properties

Abstract

Keywords

ASJC Scopus subject areas

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