Seismic Behavior of Steel Frame with Added Viscoelastic Dampers
Publication: Journal of Structural Engineering
Volume 121, Issue 10
Abstract
This paper describes the results of an extensive study on the seismic behavior of a viscoelastically damped structure under mild and strong earthquake ground motions. Shaking-table studies were conducted on a 2/5-scale five-story steel model with added viscoelastic (VE) dampers under various ambient temperatures, damper-placement cases, and earthquake intensities. Three types of VE dampers distinguished by dimensions and viscoelastic materials designed to provide the structure with similar damping ratios at room temperature were used. Analytical studies were carried out to predict the equivalent damping ratios and seismic response of the viscoelastically damped structure. Experimental results show that the VE dampers are effective in attenuating seismic structural response under mild and strong earthquake ground motions. Numerical results show that the structural damping and structural response with added VE dampers can be easily and accurately calculated by the proposed analytical methods. The methods are readily available to practical applications.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Aiken, I. D., and Kelly, J. M. (1990). “Earthquake simulator testing and analytical studies of two energy-absorbing systems for multistory structures.”Rep. No. UCB/EERC-90/03, University of California at Berkeley, Calif.
2.
Bergman, D. M., and Hanson, R. D.(1993). “Viscoelastic mechanical damping devices tested at real earthquake displacememts.”Earthquake Spectra, 9(3), 389–417.
3.
Chang, K. C., Yao, G. C., Lee, G. C., Hao, D. S., and Yeh, Y. C. (1991). “Dynamic characteristics of a full-sized five story steel structure and a 2/5 model.”Rep. No. NCEER-91-0012, Nat. Ctr. for Earthquake Engrg. Res., State Univ. of New York at Buffalo, N.Y.
4.
Chang, K. C., Soong, T. T., Oh, S.-T., and Lai, M. L.(1992). “Ambient temperature on a viscoelastically damped structure.”J. Struct. Engrg., ASCE, 118(7), 1955–1973.
5.
Chang, K. C., Soong, T. T., Lai, M. L., and Nielsen, E. J.(1993a). “Viscoelastic dampers as energy dissipation devices for seismic applications.”Earthquake Spectra, 9(3), 371–387.
6.
Chang, K. C., Soong, T. T., Lai, M. L., and Nielsen, E. J. (1993b). “Development of a design procedure for structures with added viscoelastic dampers.”Proc., ATC-17-1 Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, Appl. Technol. Council, Redwood City, Calif., Vol. 2, 4773–484.
7.
Chang, K. C., Soong, T. T., Lai, M. L., and Nielsen, E. J. (1994a). “Viscoelastic damping systems for mild and strong earthquake applications.”Proc., 10th Eur. Conf. on Earthquake Engrg.
8.
Chang, K. C., Shen, K. L., Soong, T. T., and Lai, M. L. (1994b). “Seismic retrofit of an RC frame with viscoelastic dampers.”Proc., 5th U.S. Nat. Conf. of Earthquake Engrg., Earthquake Engrg. Res. Inst. (EERI), Oakland, Calif.
9.
Clough, R. W., and Penzien, J. (1993). Dynamics of structures . McGraw-Hill Inc., New York, N.Y.
10.
Gemant, A.(1936). “A method of analyzing experimental results obtained from elasto-viscous bodies.”Physics, 7, 311–317.
11.
Johnson, C. D., and Kienholz, D. A.(1982). “Finite element prediction of damping in structures with constrained viscoelastic layers.”AIAA J., 20(9), 1284–1290.
12.
Kanaan, A. E., and Powell, G. H. (1973). “DRAIN-2D-A general purpose computer program for dynamic analysis of inelastic plane structures.”UCB/EERC Rep. No. 73-6, University of California at Berkeley, Calif.
13.
Kasai, K., Munshi, J. A., Lai, M. L., and Maison, B. F. (1993). “Viscoelastic damper hysteretic model: theory, experiment, and application.”Proc., ATC-17-1 Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, Appl. Technol. Council, Redwood City, Calif., Vol. 2, 521–532.
14.
Lai, M. L., Chang, K. C., Soong, T. T., Hao, D. S., and Yeh, Y. C. (1994). “Experimental and analytical study of a full scale viscoelastically damped steel structure.”Proc., 5th U.S. Nat. Conf. on Earthquake Engrg., Earthquake Engrg. Res. Inst. (EERI), Oakland, Calif.
15.
Lin, R. C., Liang, Z., Soong, T. T., and Zhang, R. H. (1991). “An experimental study on seismic behavior of viscoelastically damped structures.”Engrg. Struct., Vol. 13, 75–84.
16.
Mahmoodi, P.(1969). “Structural dampers.”J. Struct. Engrg. Div., ASCE, 95(10), 1661–1672.
17.
Soong, T. T., and Lai, M. L. (1991). “Correlation of experimental results with predictions of viscoelastic damping of a model structure.”Proc., Damping '91, Air Force Sys. Command, Wright-Patterson Air Force Base, Ohio.
18.
Tsai, C. S., and Lee, H. H.(1993). “Application of viscoelastic dampers to high-rise buildings.”J. Struct. Engrg., ASCE, 119(4), 1222–1233.
19.
Zhang, R. H., Soong, T. T., and Mahmoodi, P. (1989). “Seismic response of steel frame structures with added viscoelastic dampers.”Earthquake Engrg. and Struct. Dynamics, Vol. 18, 389–396.
Information & Authors
Information
Published In
Copyright
Copyright © 1995 American Society of Civil Engineers.
History
Published online: Oct 1, 1995
Published in print: Oct 1995
Authors
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.