Analytical approach for transverse vibration analysis of castellated beams

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

Original language	English
Number of pages	0
Journal	International Journal of Structural Stability and Dynamics
Volume	14
Issue number	3
DOIs	https://doi.org/10.1142/S0219455413500715
Publication status	Published - 2014

Keywords

@article{1843dcf0238d44e68f1af5f81010ccd0,

title = "Analytical approach for transverse vibration analysis of castellated beams",

keywords = "Castellated beams, free vibration, bending, shear effects, Hamilton's principle",

author = "Chen, \{J. K.\} and B. Kim and Li, \{L. Y.\}",

year = "2014",

doi = "10.1142/S0219455413500715",

language = "English",

volume = "14",

journal = "International Journal of Structural Stability and Dynamics",

issn = "0219-4554",

publisher = "World Scientific",

number = "3",

}

TY - JOUR

T1 - Analytical approach for transverse vibration analysis of castellated beams

AU - Chen, J. K.

AU - Kim, B.

AU - Li, L. Y.

PY - 2014

Y1 - 2014

KW - Castellated beams

KW - free vibration

KW - bending

KW - shear effects

KW - Hamilton's principle

U2 - 10.1142/S0219455413500715

DO - 10.1142/S0219455413500715

M3 - Article

SN - 0219-4554

VL - 14

JO - International Journal of Structural Stability and Dynamics

JF - International Journal of Structural Stability and Dynamics

IS - 3

ER -