1967
DOI: 10.1115/1.3607787
|View full text |Cite
|
Sign up to set email alerts
|

Vibrations of Beams Carrying Mass

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1

Citation Types

0
21
0

Year Published

1976
1976
2007
2007

Publication Types

Select...
5
1

Relationship

0
6

Authors

Journals

citations
Cited by 24 publications
(21 citation statements)
references
References 0 publications
0
21
0
Order By: Relevance
“…Note: Data in &&( )'' from reference [28], in &&+ ,'' from reference [29]. Domain decomposition must be employed in the DQ technique if the solution function is not continuously di!erentiable in the solution domain, since the weighting coe$cients are obtained using continuously di!erentiable trial functions.…”
Section: Vibration Analysis Of Beams Tablementioning
confidence: 99%
See 2 more Smart Citations
“…Note: Data in &&( )'' from reference [28], in &&+ ,'' from reference [29]. Domain decomposition must be employed in the DQ technique if the solution function is not continuously di!erentiable in the solution domain, since the weighting coe$cients are obtained using continuously di!erentiable trial functions.…”
Section: Vibration Analysis Of Beams Tablementioning
confidence: 99%
“…References [28,29] considered the concentrated mass at an intermediate point (x"¸/3 or¸/2) of single-span uniform beam. The mass will apply a dynamic concentrated force in vibration problems.…”
Section: Example 5: Uniform Beams With Intermediate Massmentioning
confidence: 99%
See 1 more Smart Citation
“…However, in FMTM when the concentrated mass/spring is small or around the node, the FMTM formulation of Eq. (19) or (20) matrix. The formulation of Galerkin method on the eigenfrequency computation is relatively easy and can be done in systematic way.…”
Section: Computation Examples and Discussionmentioning
confidence: 99%
“…Three formulations on the eigenfrequency shift of an EulerBernoulli beam carrying arbitrary number of concentrated mass and (translational) spring are presented and compared. The three formulations are the analytical method [17][18][19][20], Galerkin method [21] and finite mode transform method (FMTM). FMTM is a new method presented in this paper and it adopts the similar approach of Amba-Rao's formulation [22] on the plate carrying a concentrated mass.…”
mentioning
confidence: 99%