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Modal Characteristics of Planar Multi-Story Frame Structures

Published online by Cambridge University Press:  19 August 2016

H.-P. Lin*
Affiliation:
Department of Mechanical & Automation Engineering Da-Yeh University Changhua, Taiwan
S.-C. Chang
Affiliation:
Department of Mechanical & Automation Engineering Da-Yeh University Changhua, Taiwan
C. Chu
Affiliation:
Department of Mechanical & Automation Engineering Da-Yeh University Changhua, Taiwan
*
*Corresponding author ([email protected])
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Abstract

In linear system, in-plane motions are decoupled from out-of-plane motions for planar frame structures. A theoretical method is proposed that permits the efficient calculations of modal characteristics of planar multi-story frame structures. There are 3 × m beam components for a planar m-story frame structure. By analyzing the transverse and longitudinal motions of each component simultaneously and considering the compatibility requirements across each frame joint, the undetermined variables of the entire m-story frame structure system can be reduced to six, regardless of the number of stories, and that can be determined by the application of the boundary conditions. The main feature of this method is to decrease the dimensions of the matrix involved in the finite element methods and certain other analytical methods.

Type
Research Article
Copyright
Copyright © The Society of Theoretical and Applied Mechanics 2016 

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References

1. Leung, A. Y. T., “Dynamic stiffness for structures with distributed deterministic or random loads,” Journal of Sound and Vibration, 242, pp. 377395 (2001).CrossRefGoogle Scholar
2. Moon, D. H. and Choi, M. S., “Vibration analysis for frame structures using transfer of dynamic stiffness coefficient,” Journal of Sound and Vibration, 234, pp. 725736 (2000).CrossRefGoogle Scholar
3. Sehmi, N. S., Large Order Structural Eigenanalysis Techniques Algorithm for Finite Element Systems, Ellis Horwood Limited Publishers, New York (1989).Google Scholar
4. Geradin, M. and Chen, S. L., “An exact model reduction technique for beam structures: combination of transfer and dynamic stiffness matrices,” Journal of Sound and Vibration, 185, pp. 431440 (1995).CrossRefGoogle Scholar
5. Ohga, M., Shigematsu, T. and Hara, T., “Structural analysis by a combined finite element transfer matrix method,” Computers and Structures, 17, pp. 321326 (1983).CrossRefGoogle Scholar
6. Lin, H. P. and Chang, S. C., “Dynamic Analysis of Multi-span Beams with Intermediate Flexible Constraints,” Journal of Sound and Vibration, 281, pp. 155169 (2005).CrossRefGoogle Scholar
7. Lin, H. P. and Ro, J., “Vibration Analysis of Planar Serial-Frame Structures,” Journal of Sound and Vibration, 262, pp. 11131131 (2003).CrossRefGoogle Scholar
8. Meirovitch, L., Fundamentals of Vibrations, International Edition, McGraw-Hill Higher Education, Singapore (2001).CrossRefGoogle Scholar
9. Hurty, W. C., Rubinstein MF. Dynamics of Structures, Englewood Cliffs, New Jersey (1964).Google Scholar
10. Meirovitch, L., Elements of Vibration Analysis, International Edition, McGraw-Hill Book Company, Singapore (1986).Google Scholar
11. Lin, H. P. and Perkins, N. C., “Free vibration of complex cable/mass system: theory and experiment,” Journal of Sound and Vibration, 179, pp. 131149 (1995).CrossRefGoogle Scholar