TECHNICAL NOTES
Aug 15, 2002

Redundancy in Residual Vectors for Missing Mass Effect in Coupled Modal Synthesis

Publication: Journal of Structural Engineering
Volume 128, Issue 9

Abstract

It has been illustrated in the past that a modal synthesis gives incorrect modal properties and seismic response of nonclassically damped coupled systems when all the modes of uncoupled primary and secondary systems are not included. The effect of missing mass contained in the truncated high frequency modes can be represented using residual modal vectors. This paper illustrates two possibilities in which the residual modal matrix may contain redundant vectors leading to a breakdown of the originally proposed method. First, secondary systems with a support inclined to the primary system orthogonal connecting degrees of freedom can have residual vectors that are scalar multiple of each other (parallel). Second, the number of residual and nonrigid modal vectors can be more than the total number of secondary system modes (equal to the number of secondary system degrees of freedom) in multiply connected simple secondary systems. A solution is presented to identify and eliminate both these types of redundant vectors using an alternative form of Gram-Schmidt’s orthogonalization.

Get full access to this article

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

References

Burdisso, R. A., and Singh, M. P.(1987). “Seismic analysis of multiply supported secondary systems with dynamic interaction effects.” Earthquake Eng. Struct. Dyn., 15, 1005–1022.
Gupta, A. K. (1992). Response spectrum method in seismic analysis and design of structures, Chemical Rubber Corp., Boca Raton, Fla.
Gupta, A., and Gupta, A. K.(1998a). “Missing mass effect in coupled analysis I: Complex modal properties.” J. Struct. Eng., 124(5), 490–495.
Gupta, A., and Gupta, A. K.(1998b). “Missing mass effect in coupled analysis II. Residual response.” J. Struct. Eng., 124(5), 496–500.
Igusa, T., and Der Kiureghian, A. (1983). “Response spectrum method for systems with nonclassical damping.” Proc., ASCE-EMD Speciality Conf., West Lafayette, Ind.
Powell, G. H. (1979). “Missing mass correction in modal analysis of piping systems.” Proc., 5th Int. Conf. on Structural Mechanics in Reactor Technology, Berlin, Paper No. K10/3.
Salmonte, A.(1982). “Consideration of the residual contribution in modal analysis.” Earthquake Eng. Struct. Dyn., 10, 295–304.
Suarez, L. E., and Singh, M. P.(1988). “An exact component mode synthesis approach.” Earthquake Eng. Struct. Dyn., 16, 293–310.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 128Issue 9September 2002
Pages: 1231 - 1235

History

Received: Mar 19, 1999
Accepted: Nov 19, 2001
Published online: Aug 15, 2002
Published in print: Sep 2002

Permissions

Request permissions for this article.

Authors

Affiliations

Jun Zhao
Associate Professor, Beijing Polytechnic Univ., Beijing 100022, China.
Abhinav Gupta, M.ASCE
Assistant Professor, Dept. of Civil Engineering, Campus Box 7908, North Carolina State Univ., Raleigh, NC 27695.

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.

Cited by

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