Free Vibration Analysis of Curved Beams Regarded as Discrete System Using Finite Element-Transfer Stiffness Coefficient Method

Journal of the Korea Society For Power System Engineering ◽

10.9726/kspse.2017.21.1.037 ◽

2017 ◽

Vol 21 (1) ◽

pp. 37-42 ◽

Author(s):

Myung-Soo Choi ◽

Dong-Jun Yeo

Keyword(s):

Finite Element ◽

Free Vibration ◽

Vibration Analysis ◽

Discrete System ◽

Free Vibration Analysis ◽

Stiffness Coefficient ◽

Curved Beams ◽

Element Transfer ◽

Coefficient Method

Download Full-text

Free vibration analysis of plate structures using finite element-transfer stiffness coefficient method

KSME International Journal ◽

10.1007/bf02983394 ◽

2003 ◽

Vol 17 (6) ◽

pp. 805-815 ◽

Author(s):

Myung-Soo Choi

Keyword(s):

Finite Element ◽

Free Vibration ◽

Vibration Analysis ◽

Free Vibration Analysis ◽

Stiffness Coefficient ◽

Plate Structures ◽

Element Transfer ◽

Coefficient Method

Download Full-text

Development of free vibration analysis algorithm for beam structures by combining Sylvester’s inertia theorem and transfer stiffness coefficient method

Journal of Mechanical Science and Technology ◽

10.1007/s12206-011-0914-x ◽

2012 ◽

Vol 26 (1) ◽

pp. 11-19 ◽

Author(s):

Myung-Soo Choi ◽

Takahiro Kondou ◽

Yasuhiro Bonkobara

Keyword(s):

Free Vibration ◽

Vibration Analysis ◽

Free Vibration Analysis ◽

Stiffness Coefficient ◽

Beam Structures ◽

Analysis Algorithm ◽

Coefficient Method

Download Full-text

Free vibration analysis of asymmetric shear wall-frame buildings using modified finite element-transfer matrix method

STRUCTURAL ENGINEERING AND MECHANICS ◽

10.12989/sem.2013.46.1.001 ◽

2013 ◽

Vol 46 (1) ◽

pp. 1-17 ◽

Author(s):

Kanat B. Bozdogan

Keyword(s):

Finite Element ◽

Free Vibration ◽

Transfer Matrix ◽

Transfer Matrix Method ◽

Matrix Method ◽

Vibration Analysis ◽

Free Vibration Analysis ◽

Frame Buildings ◽

Element Transfer

Download Full-text

Free vibration analysis of a multiple straight line structure regarded as a discrete system by the transfer influence coefficient method.

JSME international journal Ser 3 Vibration control engineering engineering for industry ◽

10.1299/jsmec1988.32.10 ◽

1989 ◽

Vol 32 (1) ◽

pp. 10-18

Author(s):

Atsuo SUEOKA ◽

Takahiro KONDOU ◽

Deok Hong MOON ◽

Katsuya YAMASHITA ◽

Hideyuki TAMURA

Keyword(s):

Free Vibration ◽

Vibration Analysis ◽

Discrete System ◽

Free Vibration Analysis ◽

Influence Coefficient ◽

Line Structure ◽

Straight Line ◽

Influence Coefficient Method ◽

Coefficient Method

Download Full-text

Forced Vibration Analysis of Plate Structures Using Finite Element-Transfer Stiffness Coefficient Method

Transactions of the Korean Society for Noise and Vibration Engineering ◽

10.5050/ksnvn.2003.13.2.099 ◽

2003 ◽

Vol 13 (2) ◽

pp. 99-107 ◽

Keyword(s):

Finite Element ◽

Forced Vibration ◽

Vibration Analysis ◽

Stiffness Coefficient ◽

Plate Structures ◽

Element Transfer ◽

Forced Vibration Analysis ◽

Coefficient Method

Download Full-text

Free vibration analysis of straight-line beam regarded as distributed system by combining Wittrick-Williams algorithm and transfer dynamic stiffness coefficient method

Journal of Mechanical Science and Technology ◽

10.1007/s12206-016-0202-x ◽

2016 ◽

Vol 30 (3) ◽

pp. 983-991

Author(s):

Myung-Soo Choi ◽

Takahiro Kondou ◽

Yasuhiro Bonkobara ◽

Kyong-Uk Yang

Keyword(s):

Free Vibration ◽

Distributed System ◽

Vibration Analysis ◽

Dynamic Stiffness ◽

Free Vibration Analysis ◽

Stiffness Coefficient ◽

Straight Line ◽

Line Beam ◽

Coefficient Method

Download Full-text

Free vibration analysis of axisymmetric shells with various shapes using Sylvester-transfer stiffness coefficient method

Journal of Mechanical Science and Technology ◽

10.1007/s12206-015-0604-1 ◽

2015 ◽

Vol 29 (7) ◽

pp. 2755-2766 ◽

Author(s):

Myung-Soo Choi ◽

Takahiro Kondou ◽

Hee-Jong Choi

Keyword(s):

Free Vibration ◽

Vibration Analysis ◽

Free Vibration Analysis ◽

Stiffness Coefficient ◽

Axisymmetric Shells ◽

Coefficient Method

Download Full-text

Free vibration analysis of a multiple layered structure by the transfer influence coefficient method. 1st report. Formulation for the discrete system.

TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series C ◽

10.1299/kikaic.54.1724 ◽

1988 ◽

Vol 54 (504) ◽

pp. 1724-1731

Author(s):

Atsuo SUEOKA ◽

Takahiro KONDOU ◽

Deok Hong MOON ◽

Katsuya YAMASHITA ◽

Hideyuki TAMURA

Keyword(s):

Free Vibration ◽

Layered Structure ◽

Vibration Analysis ◽

Discrete System ◽

Free Vibration Analysis ◽

Influence Coefficient ◽

Influence Coefficient Method ◽

Coefficient Method

Download Full-text

Flexural Free Vibration Analysis of Axisymmetric Annular Plates Using Sylvester-Transfer Stiffness Coefficient Method

Journal of the Korea Society For Power System Engineering ◽

10.9726/kspse.2015.19.6.060 ◽

2015 ◽

Vol 19 (6) ◽

pp. 60-67 ◽

Author(s):

Myung-Soo Choi ◽

Takahiro Kondou ◽

Jung-Hwan Byun ◽

Dong-Jun Yeo

Keyword(s):

Free Vibration ◽

Vibration Analysis ◽

Free Vibration Analysis ◽

Stiffness Coefficient ◽

Annular Plates ◽

Coefficient Method

Download Full-text

Free Vibration Analysis of a Thin Plate Structure in Series by the Transfer Stiffness Coefficient Method

TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series C ◽

10.1299/kikaic.71.2119 ◽

2005 ◽

Vol 71 (707) ◽

pp. 2119-2126 ◽

Author(s):

Yasuhiro BONKOBARA ◽

Takahiro KONDOU ◽

Takashi AYABE

Keyword(s):

Free Vibration ◽

Vibration Analysis ◽

Free Vibration Analysis ◽

Stiffness Coefficient ◽

Plate Structure ◽

In Series ◽

Coefficient Method

Download Full-text