TECHNICAL NOTES
Oct 1, 2008

Model Conversion Technique for Structural Dynamic Systems

Publication: Journal of Structural Engineering
Volume 134, Issue 10

Abstract

This technical note introduces a novel model conversion technique for structural dynamic systems that is capable of converting a physically realizable, higher-order model (termed the source model) into a completely different, predefined, physically realizable, lower-order model (termed the target model). Upon the complexion of the conversion, the resulting target model preserves or approximates the dynamic characteristics—the chosen structural frequencies and their mode shapes—of the source model. Mathematically, the procedure to implement the model conversion technique is like a model updating approach, which is fundamentally different from that used in traditional model reduction schemes. A numerical example of converting a five-story two-dimensional frame structure model into a five-story classical/generalized one-dimensional shear-building model is demonstrated.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The second writer acknowledges financial support by the 863-project of China (Program No. 2006AA09Z331), and by the National Natural Science Foundation of China (Grant Number NSF50739004).

References

Ewins, D. J. (2000). Modal testing: Theory, practice and application, 2nd Ed., Research Studies Press, Baldock, Hertfordshire, England.
Friswell, M. I., and Mottershead, J. E. (1995). Finite element model updating in structural dynamics, Kluwer Academic, Dordrecht, The Netherlands.
Hu, S. L. J., Li, H., and Wang, S. (2007). “Cross-model cross-mode method for model updating.” Mech. Syst. Signal Process., 21(4), 1690–1703.
Paz, M. (1991). Structural dynamics: Theory and computation, 3rd Ed., Van Nostrand Reinhold, New York.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 134Issue 10October 2008
Pages: 1675 - 1678

History

Received: Dec 6, 2005
Accepted: Feb 19, 2008
Published online: Oct 1, 2008
Published in print: Oct 2008

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Abhinav Gupta

Authors

Affiliations

Sau-Lon James Hu [email protected]
Professor, Dept. of Ocean Engineering, Univ. of Rhode Island, Narragansett, RI 02882-1197. E-mail: [email protected]
Huajun Li
Professor, College of Engineering, Ocean Univ. of China, Qingdao, China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share