Browse > Article
http://dx.doi.org/10.9726/kspse.2013.17.6.033

Dynamic Response Analysis of Cylindrical Shell with Axisymmetric Loading  

Choi, Myung-Soo (Department of Maritime Police Science, Chonnam National University)
Yeo, Dong-Jun (Faculty of Marine Technology, Chonnam National University)
Publication Information
Journal of Power System Engineering / v.17, no.6, 2013 , pp. 33-39 More about this Journal
Abstract
It is very important to analyze the dynamic responses of the shell structures from the viewpoint of the design of shell structures with a variety of axisymmetric loadings. In this paper, the computational algorithm for the dynamic response analysis of an cylindrical shell with axisymmetric loading is formulated by the transfer mass coefficient method based on the transfer of mass coefficient. After the computational programs for obtaining the dynamic responses of cylindrical shells with axisymmetric loading are made by the transfer mass coefficient method and the finite element method, the computational results by both methods are compared. From the computational results, we can confirm that the transfer mass coefficient method has the effectiveness in the dynamic response analyses of cylindrical shells with a variety of axisymmetric loadings.
Keywords
Dynamic Response; Cylindrical Shell; Axisymmetirc Loading; Trasnfer Mass Coefficient Method; Finite Element Method;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
연도 인용수 순위
1 M. S. Choi and D. J. Yeo, 2013, "Free Vibration Analysis of Axisymmetric Cylindrical Shell by Sylvester-Transfer Stiffness Coefficient Method", Journal of the Korean Society for Power System Engineering, Vol. 17, No. 2, pp. 64-68.   과학기술학회마을   DOI   ScienceOn
2 D. L. Logan, 1993, "A First Course in the Finite Element Method Using Algor", PWS, Boston, pp. 740-752.
3 N. Hirami, K. Hirano and H. Yamakawa, 1986, "A Non-Linear Dynamic Response Analysis of Structures by the Incremental Transfer Matrix Method", Transactions of the Japan Society of Mechanical Engineers (Series C), Vol. 52, No. 484, pp. 3168-3174.   DOI
4 M. Ohga and T. Shigematsu, 1987, "Transient Analysis of Plates by a Combined Finite Element-Transfer Matrix Method", Computers and Structures, Vol. 26, No. 4, pp. 543-549.   DOI   ScienceOn
5 A. S. Kumar and T. S. Sankar, 1986, "A New Transfer Matrix Method for Response Analysis of Large Dynamic Systems", Computers and Structures, Vol. 23, No. 4, pp. 545-552.   DOI   ScienceOn
6 T. Inoue, A. Sueoka and T. Fusimoto, 1996, "Time Historical Response Analysis of Large-Scaled Structures", Transactions of the Japan Society of Mechanical Engineers (Series C), Vol. 62, No. 604, pp. 4558-4566.   DOI
7 M. S. Choi, D. J. Yeo, J. H. Byun, J. J. Suh and J. K. Yang, 2009, "Development of Dynamic Response Analysis Algorithm for Beam Structures Using Transfer of Mass Coefficient", Journal of Mechanical Science and Technology, Vol. 23, pp. 389-400.   DOI   ScienceOn
8 M. S. Choi and D. J. Yeo, 2012, "Stress Analysis of Axisymmetric Cylindrical Shell", Journal of the Korean Society for Power System Engineering, Vol. 16, No. 6, pp. 45-51.   과학기술학회마을   DOI   ScienceOn