2014
DOI: 10.1007/s11071-014-1429-7
|View full text |Cite
|
Sign up to set email alerts
|

Dynamics and magneto-rheological control of vibration of cantilever Timoshenko beam under earthquake loads

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1

Citation Types

0
7
0

Year Published

2017
2017
2022
2022

Publication Types

Select...
5

Relationship

0
5

Authors

Journals

citations
Cited by 12 publications
(7 citation statements)
references
References 16 publications
0
7
0
Order By: Relevance
“…The eigenvalues δij and εij of the j th mode have the miscellaneous values at different modes. These parameters are obtained through an appropriate algorithm …”
Section: Description Of the Physical Modelmentioning
confidence: 99%
See 3 more Smart Citations
“…The eigenvalues δij and εij of the j th mode have the miscellaneous values at different modes. These parameters are obtained through an appropriate algorithm …”
Section: Description Of the Physical Modelmentioning
confidence: 99%
“…These parameters are obtained through an appropriate algorithm. [36] In what follows, by using the mode decomposition of expressions of the Equation 13 and substituting them into Equation 9, multiplying by the different spatial expression, and performing the integration from 0 to 1, one gets the dimensionless modal equations, which are defined as follows:…”
Section: Modal Equationsmentioning
confidence: 99%
See 2 more Smart Citations
“…The coefficients d1j and d3j are obtained by using the boundary conditions of the cantilever Timoshenko beam: d1j=cosδ1j+ϵ1j2+μ1δ1j2δ1j2+μ1ϵ1j2coshϵ1jsinδ1j+ϵ1jδ1jsinhϵ1j,d3j=δ1j+μ1ϵ1j2δ1jϵ1j+μ1δ1j2ϵ1jd1j. In which δ1j and ϵ1j are eigenvalues defined at the j t h mode of the vibration. Impossible to adopt an analytical consideration, these quoted eigenvalues are obtained from Equation , by using an numerical appropriate algorithm: {arrayδ1j2+n...…”
Section: Description Of Physical Systemmentioning
confidence: 99%