TECHNICAL PAPERS
Sep 1, 1984

Strong Motion Drift Estimates for R/C Structures

Publication: Journal of Structural Engineering
Volume 110, Issue 9

Abstract

A simple procedure is described by which to obtain estimates of maximum inelastic response displacements for a certain class of reinforced concrete building structures subjected to strong ground motions. The procedure is based on elastic response spectrum analysis techniques. Change in vibration period and energy dissipation attributable to inelastic response are taken into account. The procedure is tested by comparing maximum computed displacements with those measured in numerous tests of small‐scale structures. Results of the comparison indicate that the procedure produces good results for a variety of structural systems and over a wide range of response.

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References

1.
Abrams, D. P., and Sozen, M. A., “Experimental Study of Frame‐Wall Interaction in Reinforced Concrete Structures Subjected to Strong Earthquake Motions,” Civil Engineering Studies, Structural Research Series No. 460, University of Illinois, Urbana, Ill., May, 1979.
2.
Abrams, D. P., “Measured Hysteresis Relationships for Small‐Scale Beams,” Civil Engineering Studies, Structural Research Series No. 432, University of Illinois, Urbana, Ill., Nov., 1976.
3.
Aristizabal‐Ochoa, J. D., and Sozen, M. A., Behavior of Ten‐Story Reinforced Concrete Walls Subjected to Earthquake Motions,” Civil Engineering Studies, Structural Research Series No. 431, University of Illinois, Urbana, Ill., Oct., 1976.
4.
Clough, R. W., and Penzien, J., Dynamics of Structures, McGraw‐Hill Book Co., New York, N.Y., 1975.
5.
Gilbertsen, N. D., and Moehle, J. P., “Experimental Study of Small‐Scale R/C Columns Subjected to Axial and Shear Force Reversals,” Civil Engineering Studies, Structural Research Series No. 481, University of Illinois, Urbana, Ill., July, 1980.
6.
Gulkan, P., and Sozen, M. A., “Inelastic Response of Reinforced Concrete Structures to Earthquake Motions,” Journal of the American Concrete Institute, Vol. 71, No. 12, Dec., 1974, pp. 601–609.
7.
Healey, T. J., and Sozen, M. A., “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.
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Moehle, J. P., and Sozen, M. A., “Earthquake‐Simulation Tests of A Ten‐Story Reinforced Concrete Frame With a Discontinued First‐Level Beam,” Civil Engineering Studies, Structural Research Series No. 451, University of Illinois, Urbana, Ill., Aug., 1978.
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Moehle, J. P., and Sozen, M. A., “Experiments to Study Earthquake Response of R/C Structures With Stiffness Interruptions,” Civil Engineering Studies, Structural Research Series No. 482, University of Illinois, Urbana, Ill., Aug., 1980.
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14.
Sozen, M. A., “Lateral Drift of Reinforced Concrete Structures Subjected to Strong Ground Motions,” Proceedings, Third South Pacific Regional Conference on Earthquake Engineering, Wellington, New Zealand, May 9–12, 1983.
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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 110Issue 9September 1984
Pages: 1988 - 2001

History

Published online: Sep 1, 1984
Published in print: Sep 1984

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Jack P. Moehle, A. M. ASCE
Asst. Prof. of Civ. Engrg., Univ. of California at Berkeley, Calif.

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