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FREE VIBRATION OF SIMPLY SUPPORTED BEAM PARTIALLY LOADED WITH DISTRIBUTED MASS

โœ Scribed by K.T. Chan; T.P. Leung; W.O. Wong

Publisher
Elsevier Science
Year
1996
Tongue
English
Weight
319 KB
Volume
191
Category
Article
ISSN
0022-460X

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๐Ÿ“œ SIMILAR VOLUMES

FREE VIBRATION OF A TIMOSHENKO BEAM PART
FREE VIBRATION OF A TIMOSHENKO BEAM PARTIALLY LOADED WITH DISTRIBUTED MASS
โœ K.T. Chan; X.Q. Wang ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 243 KB

Exact frequencies and mode shapes have been calculated for a Timoshenko beam, on different boundary supports and partially loaded with a distributed mass span. They agree with experimental data. For the higher modes, frequencies obtained through the Euler-Bernoulli theory are not as accurate as the

FREE VIBRATION OF A SIMPLY SUPPORTED BEA
FREE VIBRATION OF A SIMPLY SUPPORTED BEAM CARRYING A RIGID MASS AT THE MIDDLE
โœ C.H. CHANG ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 159 KB

which, by using equation ( 6), becomes The equation for rotatory motion of the concentrated mass about its central axis and parallel to y-axis is in which is the angular acceleration, takes the form EI @

FREE TRANSVERSE VIBRATIONS OF ELASTICALL
FREE TRANSVERSE VIBRATIONS OF ELASTICALLY CONNECTED SIMPLY SUPPORTED DOUBLE-BEAM COMPLEX SYSTEM
โœ Z. ONISZCZUK ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 224 KB

In this paper, the free vibration analysis of two parallel simply supported beams continuously joined by a Winkler elastic layer is presented. The motion of the system is described by a homogeneous set of two partial di!erential equations, which is solved by using the classical Bernoulli}Fourier met

NON-LINEAR TRANSVERSE VIBRATIONS OF A SI
NON-LINEAR TRANSVERSE VIBRATIONS OF A SIMPLY SUPPORTED BEAM CARRYING CONCENTRATED MASSES
โœ E. ร–ZKAYA ๐Ÿ“‚ Article ๐Ÿ“… 2002 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 191 KB

An Euler-Bernoulli beam carrying concentrated masses is considered to be a beam-mass system. The beam is simply supported at both ends. The non-linear equations of motion are derived including stretching due to immovable end conditions. The stretching introduces cubic non-linearities into the equati