TECHNICAL PAPERS
Apr 1, 1990

Experimental Error Effects in Pseudodynamic Testing

Publication: Journal of Engineering Mechanics
Volume 116, Issue 4

Abstract

The pseudodynamic test method is a hybrid, computer‐controlled, experimental technique that adopts a step‐by‐step integration procedure to analyze the seismic behavior of structures. Since the response of the structural specimen in each step of a test is evaluated with the experimental data obtained in the previous step or steps, experimental errors introduced in each step are accumulated in the numerical procedure. The error‐propagation characteristics of several integration algorithms that are currently used for such tests are examined. Mathematical equations that characterize the cumulative growth of experimental errors are formulated, and used to evaluate the error‐amplification effects of the algorithms. It is shown that the magnitude of cumulative errors depends on the numerical properties of the algorithm, the frequency characteristics of the specimen, and the nature of experimental errors. Moreover, it is found that numerically computed displacements should be used instead of experimentally measured displacements in the step‐by‐step computations.

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References

1.
Bathe, K., and Wilson, E. L. (1976). Numerical methods infinite element analysis. Prentice‐Hall, Englewood Cliffs, N.J.
2.
Clough, R. W., and Penzien, J. (1975). Dynamics of structures. McGraw‐Hill Book Co., Inc., New York, N.Y.
3.
Dahlquist, G., Björck, A., and Anderson, N. (1974). Numerical methods. Prentice‐Hall, Englewood Cliffs, N.J.
4.
Hilber, H. M., Hughes, T. J. R., and Taylor, R. L. (1977). “Improved numerical dissipation for time integration algorithms in structural dynamics.” Earthquake Engrg. Struct. Dyn., 5, 283–292.
5.
Leech, J. W., Hsu, P. T., and Mack, E. W. (1965). “Stability of a finite difference method for solving matrix equations.” AIAA J., 3(11), 2172–2173.
6.
Mahin, S. A., and Williams, M. E. (1981). “Computer‐controlled seismic performance testing.” 2nd ASCE‐EMD Specialty Conf. on Dyn. Response of Struct., ASCE, 616–630.
7.
Mahin, S. A., and Shing, P. B. (1985). “Pseudynamic method for seismic testing.” J. Struct. Engrg., ASCE, 111(7), 1482–1503.
8.
McClamroch, N. H., Serakos, J., and Hanson, R. D. (1981). “Design and analysis of the pseudo‐dynamic test method.” UMEE 81R3, Univ. of Michigan, Ann Arbor, Mich., Sep.
9.
Nakashima, M. (1984). “Stability and accuracy of integration techniques in pseudo dynamic testing.” Research Paper No. 105, Bldg. Res. Inst., Ministry of Constr., Tsukuba, Japan, Mar.
10.
Newmark, N. M. (1959). “A method of computation for structural dynamics.” J. Engrg. Mech. Div., ASCE, 85(3), 67–94.
11.
Okada, T., Seki, M., and Park, Y. J. (1980). “A simulation of earthquake response of reinforced concrete building frames to bi‐directional ground motion by IIS computer‐actuator on‐line system,” Proc., 7th World Conf. on Earthquake Engrg., Istanbul, Turkey, 5, 41–48.
12.
Shing, P. B., and Mahin, S. A. (1983). “Experimental error propagation in pseudodynamic testing,” UCB/EERC‐83/12, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif., Jun.
13.
Shing, P. B., and Mahin, S. A. (1984). “Pseudodynamic test method for seismic performance evaluation: Theory and implementation,” UCB/EERC‐84/01, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif., Jan.
14.
Shing, P. B., Mahin, S. A., and Dermitzakis, S. N. (1984). “Evaluation of on‐line computer control methods for seismic performance testing.” Proc., 8th World Conf on Earthquake Engrg., San Francisco, Calif., 6, 135–142.
15.
Shing, P. B., Javadian‐Gilani, A. S., and Mahin, S. A. (1984). “Evaluation of seismic behavior of a braced tubular steel structure by pseudodynamic testing.” J. Energy Resour. Technol., 106(3), 319–328.
16.
Shing, P. B., and Mahin, S. A. (1985). “Computational aspects of a seismic performance test method using on‐line computer control.” Earthquake Engrg. Struct. Dyn., 13, 507–526.
17.
Takanashi, K., et al. (1975). “Nonlinear earthquake response analysis of structures by a computer‐actuator on‐line system.” Bull. Earthquake Resistant Struct. Res. Ctr. No. 8, Inst. of Industrial Sci., Univ. of Tokyo, Tokyo, Japan.
18.
Takanashi, K., Taniguchi, H., and Tanaka, H. (1980). “Inelastic response of H‐shaped columns to two dimensional earthquake motions.” Bull. Earthquake Resistant Structure Res. Ctr., 13, Inst. of Industrial Sci., Univ. of Tokyo, Tokyo, Japan.
19.
Yamazaki, Y., Nakashima, M., and Kaminosono, T. (1984). “Correlation between shaking table test and pseudo dynamic test on steel structures.” Proc. 8th World Conf. on Earthquake Engrg., San Francisco, Calif., 6, 111–118.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 116Issue 4April 1990
Pages: 805 - 821

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Published online: Apr 1, 1990
Published in print: Apr 1990

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Authors

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Pui‐shum B. Shing, Associate Member, ASCE
Asst. Prof., Dept. of Civ., Envir., and Arch. Engrg., Univ. of Colorado, Boulder, CO 80309‐0428
Stephen A. Mahin, Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. of California, Berkeley, CA 94720

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