Relation of a frequency-dependent structure with the corresponding frequency-independent structure

International Journal of Solids and Structures

Volumn 35, Issue 15, 1998, Pages 1785-1791

  Takewaki, Izuru ^a  

^a KYOTO UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

ELASTICITY; MATHEMATICAL MODELS; MODAL ANALYSIS; STIFFNESS; SUPPORTS;

SINGLE-VALUED FUNCTIONS;

STRUCTURAL ANALYSIS;

EID: 0032064064     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(97)00151-0     Document Type: Article

References (11)

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3. Lancaster, P. (1966) Lambda-matrices and Vibrating Systems. Pergamon Press, New York, p. 10.
4. Nakamura, T. and Takewaki, I. (1989) Optimal elastic structures with frequency-dependent elastic supports. International Journal of Solids and Structures 25(5), 539-551.
5. Takewaki, I. (1991) Optimum design and earthquake-response constrained design of building structures. Thesis for Doctor of Engineering, Kyoto University (in Japanese).
6. Takewaki, I. (1996) Semi-explicit optimal frequency design of chimneys with geometrical constraints. Finite Elements in Analysis and Design 23(1), 37-56.
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10. Tsai, N.-C. (1974) Modal damping for soil-structure interaction. Journal of Engineering Mechanics Division, ASCE 100(EM2), 323-341.
11. Wittrick, W. H. and Williams, F. W. (1971) A general algorithm for computing natural frequencies of elastic structures. Quarterly Journal of Mechanics and Applied Mathematics 24(3), 263-284.