TECHNICAL PAPERS
Oct 1, 1983

Hysteresis Identification of Existing Structures

Publication: Journal of Engineering Mechanics
Volume 109, Issue 5

Abstract

A method is presented for the identification of dynamic properties such as energy dissipation, permanent deformation and strength deterioration of damaged structures. In this method, the forms of load‐deformation relationships are time variant. Its application to the identification of the inter story hysteretic behavior of high rise buildings is obtained through the use of a lumped mass model. Any errors associated with this identification are dealt with the use of a least squares estimation technique. The proposed method is formulated in detail. It is then applied to identify the inter‐story hysteresis behavior of two one‐tenth scale and 10‐story reinforced concrete structures which were subjected to repeated earthquake loads in the laboratory.

Get full access to this article

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

References

1.
Bertero, V. V., Popov, E. P., and Wang, T. T., “Hysteresis Behavior of Reinforced Concrete Flexural Members with Special Web Reinforcement,” Earthquake Engineering Research Center, University of California, Berkley, Calif., Aug. 1974.
2.
Box, G. E. P., and Jenkins, G. M., Time Series Analysis, Forcasting and Control, Holden‐Day, San Francisco, Calif., 1970.
3.
Cecen, H., “Response of Ten‐Story Reinforced Concrete Frames to Simulated Earthquakes,” thesis presented to the University of Illinois at Urbana, Ill., in 1979, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
4.
Chatfield, C., The Analysis of Time Series: Theory and Practice, Chapman and Hall, London, England, 1978, pp. 41–44 and 85–89.
5.
Fenwick, R. C., and Irvine, H. M., “Reinforced Concrete Beam Column Joints for Seismic Loading,” Department of Civil Engineering, University of Aukland, New Zealand, Mar., 1977.
6.
Hartag, J. P. D., Mechanical Vibrations, McGraw‐Hill Book Co., Inc., New York, N.Y., 1968, Chap. 8.
7.
Healy, T. J., and Sozen, M. T., “Experimental Study of the Dynamic Response of a Ten‐Story Reinforced Concrete Frame with a Tall First Story,” Civil Engineering Studies, Structural Research Series No. 450, University of Illinois, Urbana, Ill., Aug., 1978.
8.
Lazan, B. J., Damping of Materials and Members in Structural Mechanics, Pergamon Press, New York, N.Y., 1968.
9.
Morrison, D. G., and Sozen, M. A., “Response of Reinforced Concrete Plate‐Column Connections to Dynamic and Static Horizontal Loads,” Report No. UILU‐ENG‐81‐2004, Structural Research Series No. 490, University of Illionis at Urbana‐Champaign, Ill., Apr., 1981.
10.
Popov, E. P., Bertero, V. V., and Krawinkler, H., “Cyclic Behavior of Three R.C. Flexural Members with High Shear,” Earthquake Engineering Research Center, University of California, Berkeley, Calif., Oct., 1972.
11.
Schiff, A. J., “Identification of Large Structures Using Data From Ambient and Low‐Level Excitation,” System Identification of Vibrating Structures; Mathematical Models from Test Data, D. Pilkey and R. Cohen, eds., American Society of Mechanical Engineers, 1972, pp. 87–115.
12.
Toussi, S., System Identification Methods for the Evaluation of Structural Damage,” thesis presented to Purdue University at W. Lafayette, Ind., in 1982, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
13.
Toussi, S., and Yao, J. T. P., “Hysteresis Identification of Multi‐Story Buildings,” Technical Report No. CE‐STR‐81‐15, School of Civil Engineering, Purdue University, West Lafayette, Ind., May, 1981.
14.
Wilby, J. K., “Response of Reinforced Concrete to Seismic Motions,” thesis presented to the University of Canterbury, New Zealand, in 1974, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 109Issue 5October 1983
Pages: 1189 - 1202

History

Published online: Oct 1, 1983
Published in print: Oct 1983

Permissions

Request permissions for this article.

Authors

Affiliations

Sassan Toussi, A. M. ASCE
Dept. of Civ. Engrg., Louisiana Tech. Univ., Ruston, La.
James T. P. Yao, F. ASCE
Prof of Civ. Engrg., School of Civ. Engrg., Purdue Univ., W. Lafayette, Ind.

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