TECHNICAL PAPERS
Feb 1, 1986

Pseudo‐Dynamic Testing of Structures

Publication: Journal of Engineering Mechanics
Volume 112, Issue 2

Abstract

An experimental procedure is developed for the testing of full‐ or large‐scale structures under simulated seismic deformations in a quasi‐static fashion. The procedure, pseudo‐dynamic testing, is based on active modal control theory. The pseudo‐dynamic testing procedure is a simultaneous simulation and control process in which inertia and damping properties are simulated and stiffness properties are acquired from the structure. The procedure calculates a set of dynamic displacements based on active control theory, utilizing the simulated inertia and damping properties and acquired stiffness properties under a hypothetical ground motion, and simulates the response of the structure under seismic motion in a quasi‐static fashion. A detailed implementation procedure is presented for structures that can be modeled as discrete mass systems. The application of the procedure is simulated on the 1/5‐Scale model of the US‐Japan seven‐story reinforced concrete frame wall structure.

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References

1.
Aktan, A. E., et al., “Experimental and Analytical Predictions of the Mechanical Characteristics of a 1/5‐Scale. Model of a 7‐Story R/C Frame Wall Building Structure,” Report No. UCB/EERC/83/13, Univ. of California, Berkeley, CA, Aug., 1983.
2.
Aktan, H., and Van Schieveen, H. M., “An Evaluation of Pseudo‐Dynamic Testing,” Proceedings of the 7th European Conference on Earthquake Engineering, Vol. 3, Greece, Sept., 1982, pp. 333–339.
3.
Athans, M., adn Falb, P. L., Optimal Control, McGraw‐Hill Book Co., New York, NY, 1966.
4.
Bertero, V. V., et al., “U.S.‐Japan Cooperative Earthquake Research Program: Earthquake Simulation Tests and Associated Studies of a 1/5th‐Scale Model of a 7‐Story Reinforced Concrete Test Structure,” EERC Report No. UCB/EERC‐84/05.
5.
Dahlquist, G., and Anderson, N., Numerical Methods, Prentice Hall, Inc., Englewood Cliffs, NJ, 1974.
6.
D'Souza, A. F., and Garg, V. K., “Advanced Dynamic Modeling and Analysis,” Prentice Hall, Inc., Englewood Cliffs, NJ, 1984.
7.
Experimental Research Needs for Improving Earthquake‐Resistant Design of Buildings, A Technical Evaluation Based on Workshop Sponsored by the National Science Foundation, Earthquake Engineering Research Institute Report No. 84‐01, Berkeley, CA.
8.
Krawinkler, H., and Moncarz, P. D., “Similitude Requirements for Dynamic Models,” Dynamic Modeling of Concrete Structures, H. G. Harns, Ed., publication SP‐73, ACI, Detroit, MI, 1982.
9.
Mahin, S. A., and Shing, P. B., “Experimental Error Propagation in Pseudo‐Dynamic Testing,” Report No. UCB/EERC‐83/12, Univ. of California, Berkeley, CA, June, 1983.
10.
Mahin, S. A., et al., “Verification Studies on the Pseudo‐Dynamic Method,” US‐Japan Meeting, 1981.
11.
Mahin, S. A., and Williams, M. E., “Computer Controlled Seismic Performance Testing,” Proceedings of the 2nd ASCE‐EMD Specialty Conference on Dynamic Response of Structures, Atlanta, GA, Jan., 1981.
12.
Martin, C. R., and Soong, T. T., “Modal Control of Multistory Structures,” Proceedings, ASCE, Engineering Mechanics Division, No. EM7, Aug., 1976, pp. 613–623.
13.
Meirovitch, L., and Silversberg, L. M., “Control of Structures Subjected to Seismic Excitations,” Proceedings, ASCE, Engineering Mechanics Division, Apr., 1983, pp. 604–615.
14.
McClamrach, N. H., “Control Problems Associated with Use of Pseudo‐Dynamic Testing of Structures Subject to Seismic Excitation,” Draft Report, Univ. of Michigan, Ann Arbor, MI, May, 1981.
15.
Okada, T., “The Experimental Investigation on ERCBC with Emphasis on the Use of Earthquake Response Simulators in Japan,” Proceedings, Workshop on ERCBC, Univ. of California, Berkeley, CA, 1978.
16.
Okada, T., and Seki, M., “A Simulation of Earthquake Response of Reinforced Concrete Buildings,” Proceedings, 6th WCEE, 1977.
17.
Porter, B., and Crossley, R., Modal Control, Theory and Applications, Taylor and Francis Ltd., London, England, 1972.
18.
Powers, W. F., “Preliminary Analysis of Computer‐Actuator On‐Line System Difference Equations,” 4th US‐Japan Coop. Earthquake Research Planning Group Meeting, Berkeley, CA, 1979.
19.
Takanashi, K., et al., “Nonlinear Earthquake Response Analysis of Structures by a Computer‐Actuator On‐Line System,” Bulletin of the Earthquake Resistant Structure Research Center, Inst. of Indust. Sci., Univ. of Tokyo, Nov. 8, 1974.
20.
Takanashi, E., et al., “A Simulation of Earthquake Response of Steel Buildings,” Proceedings, 6th WCEE, 1977.
21.
Takanashi, K., et al., “Nonlinear Earthquake Response Analysis of Structures by a Computer‐Actuator On‐Line System,” Trans. AIJ, Feb., 1980.
22.
Van Schieveen, H. M., “Linear Stability Analysis for Two Modifications of the Mid‐Point Rule,” Research Report DIV 77504, Ministry of Traffic, Public Works, and Water Control, The Netherlands, Mar., 1977.
23.
Yang, J. N., “Application of Optimal Control Theory to Civil Engineering Structures,” Proceedings, ASCE, Engineering Mechanics Div., Dec., 1975, pp. 819–838.
24.
Yao, J. T. P., “Concept of Structural Control,” Proceedings, ASCE, Structural Division, No. ST7, July, 1975, pp. 1567–1574.
25.
Yao, J. T. P, and Sae‐Ung, S., “Action Control of Building Structures,” Proceedings, ASCE, Engineering Mechanics Division, No. EM2, Apr., 1978, pp. 335–350.
26.
Yoshimura, M., “A Proposal for Determining the Acceleration Level for Pseudo‐Dynamic Testing,” Proceedings of the 2nd US‐Japan Joint Technical Committee of the 7th Story Structure Meeting, Tsukuba, Japan, 1981.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 112Issue 2February 1986
Pages: 183 - 197

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Published online: Feb 1, 1986
Published in print: Feb 1986

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Haluk M. Aktan, A. M. ASCE
Assoc. Prof. of Civ. Engrg., Wayne State Univ., Detroit, MI 48202

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