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Model Reduction of High-Rise Structures based on a Dynamic Condensation Method

Model Reduction of High-Rise Structures based on a Dynamic Condensation Method In this paper, a dynamic condensation method has been applied to the model reduction of a television transmission tower. The natural frequencies, the corresponding modes and the dynamic responses used for condensation can be obtained from finite element analysis of the original structure or from vibration testing. All the models presented have been condensed into five degrees of freedom (DOF) from a 40 DOF model of a TV tower. Comparisons between the performance of the models produced by the dynamic condensation procedure and that produced by the Guyan method are then conducted. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Advances in Structural Engineering SAGE

Model Reduction of High-Rise Structures based on a Dynamic Condensation Method

Advances in Structural Engineering , Volume 2 (4): 6 – Aug 1, 1999

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Publisher
SAGE
Copyright
Copyright © 1998 Multi-Science Publishing Co. Ltd.
ISSN
1369-4332
eISSN
2048-4011
DOI
10.1177/136943329900200407
Publisher site
See Article on Publisher Site

Abstract

In this paper, a dynamic condensation method has been applied to the model reduction of a television transmission tower. The natural frequencies, the corresponding modes and the dynamic responses used for condensation can be obtained from finite element analysis of the original structure or from vibration testing. All the models presented have been condensed into five degrees of freedom (DOF) from a 40 DOF model of a TV tower. Comparisons between the performance of the models produced by the dynamic condensation procedure and that produced by the Guyan method are then conducted.

Journal

Advances in Structural EngineeringSAGE

Published: Aug 1, 1999

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