Mechanistic Seismic Damage Model for Reinforced Concrete
Publication: Journal of Structural Engineering
Volume 111, Issue 4
Abstract
A model for evaluating structural damage in reinforced concrete structures under earthquake ground motions is proposed. Damage is expressed as a linear function of the maximum deformation and the effect of repeated cyclic loading. Available static (monotonic) and dynamic (cyclic) test data were analyzed to evaluate the statistics of the appropriate parameters of the proposed damage model. The uncertainty in the ultimate structural capacity was also examined.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Ang, A. H‐S., and Tang, W. H., Probability Concepts in Engineering Planning and Design, Vol. 1, John Wiley and Sons, Inc., New York, N.Y., 1975.
2.
Aoyama, H., “Moment‐Curvature Characteristics of Reinforced Concrete Members Subjected to Axial Load and Reversal of Bending,” Proceedings, International Symposium on the Flexural Mechanics of Reinforced Concrete ASCE‐ACI, Miami, Fla., Nov., 1964.
3.
Atalay, M. B., and Penzien, J., “The Seismic Behavior of Critical Regions of Reinforced Concrete Components as Influenced by Moment, Shear and Axial Force,” University of California at Berkeley, EERC, Report No. 75‐19, Berkeley, Calif., Dec., 1975.
4.
Banon, H., Biggs, J. M., and Irvine, H. M., “Prediction of Seismic Damage in Reinforced Concrete Frames,” Seismic Behavior and Design of Buildings, Report No. 3, MIT, Cambridge, Mass., May, 1980.
5.
Burns, N. H., and Siess, C. P., “Load‐Deformation Characteristics of Beam‐Column Connections in Reinforced Concrete,” Civil Engineering Studies, Structural Research Series No. 234, University of Illinois, Urbana, Ill., Jan., 1962.
6.
Celebi, M., and Penzien, J., “Experimental Investigation into the Seismic Behavior of Critical Regions of Reinforced Concrete Components as Influenced by Moment and Shear,” University of California at Berkeley, EERC, Report No. 73‐4, Berkeley, Calif., Jan., 1973.
7.
Clark, A. P., “Comparative Bond Efficiency of Deformed Concrete Reinforcing Bars,” Journal of ACI, Dec., 1946.
8.
“The Comprehensive Research for the Prevention of Failure in Short Reinforced Concrete Columns,” Short Column Committee, Series 1‐62, (in Japanese), Annual Conference of AIJ, 1973–1977.
9.
Ferguson, P. M., and Thompson, J. N., “Development Length of High Strength Reinforcing Bars in Bond,” Journal of ACI, Aug., 1962.
10.
Ferguson, P. M., Breen, J. E., and Thompson, J. N., “Pullout Test on High Strength Reinforcing Bars,” Journal of ACI, Aug., 1965.
11.
Gaston, J. R., Siess, C. P., and Newmark, N. M., “An Investigation of the Load‐Deformation Characteristics of Reinforced Concrete Beams Up to the Point of Failure,” Civil Engineering Studies, Structural Research Series No. 40, University of Illinois, Urbana, Ill., Dec., 1952.
12.
Gosain, N. K., Brown, R. H., and Kirsa, J. O., “Shear Requirements for Load Reversals on RC Members,” Journal of the Structural Engineering Division, ASCE, Vol. 103, No. ST7, July, 1977.
13.
Goto, Y., “Cracks Forced in Concrete Around Deformed Tension Bars,” ACI Journal, Apr., 1971.
14.
Hirosawa, M., Goto, T., and Fujiki, Y., Past Experimental Results on Reinforced Concrete Columns, in Japanese, Building Research Institute, Ministry of Construction of Japan, Feb., 1973.
15.
Hirosawa, M., Past Experimental Results on Reinforced Concrete Shear Walls and Analysis on Them, in Japanese, Building Research Institute, Ministry of Construction of Japan, Mar., 1975.
16.
Hwang, T‐H., “Effects of Variation in Load History on Cyclic Response of Concrete Flexural Members,” presented to the University of Illinois, at Urbana, Ill., in 1982, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
17.
Jirsa, J. O., and Marques, J. L. G., “A Study of Hooked Bar Anchorage in Beam‐Column Joints,” Report to Reinforced Concrete Research Council (Project 33), University of Texas, Austin, Tex., July, 1972.
18.
Kani, G. N. J., “The Riddle of Shear Failure and Its Solution,” Journal of ACI, Apr., 1964.
19.
Kent, D. C., and Park, R., “Flexural Members with Confined Concrete,” Journal of the Structural Engineering Division, ASCE, Vol. 97, No. ST7, July, 1971.
20.
Koike, K., Takeda, J., Yoshioka, K., and Nakayama, T., “On the Yield Deformation of Reinforced Concrete Columns,” in Japanese, Annual Conference of AIJ, Oct., 1974.
21.
Kuöstuö, O., and Bouwkamp, J. G., “Behavior of Reinforced Concrete Deep Beam‐Column Subassemblages Under Cyclic Loads,” University of California, at Berkeley, EERC, Report No. 73‐8, Berkeley, Calif., May, 1975.
22.
Ma, S.‐Y., M., Bertero, V. V., and Popov, E. P., “Experimental and Analytical Studies on the Hysteretic Behavior of Reinforced Concrete Rectangular and t‐Beams,” University of California at Berkeley, EERC, Report No. 76‐2, Berkeley, Calif., May, 1976.
23.
McCollister, H. M., Siess, C. P., and Newmark, N. M., “Load‐Deformation Characteristics of Simulated Beam‐Column Connection in Reinforced Concrete,” Civil Engineering Studies, Structural Research Series No. 76, University of Illinois, Urbana, Ill., June, 1954.
24.
Morita, S., and Tomita, K., “Basic Study on Bond Between Steel and Concrete,” in Japanese, Transactions, Architectural Institute of Japan, Jan., 1967; Feb., 1967; Mar., 1967; and Sept., 1967.
25.
Morita, S., Sumi, T., and Kiguchi, S., “Bond Behavior of Reinforcing Bars in Anchorage Under Cyclic Loading,” in Japanese, Annual Conference of AIJ, Oct., 1975.
26.
NewMark, N. M., Siess, C. P., and Sozen, M. A., “Moment‐Rotation Characteristics of Reinforced Concrete and Ductility Requirement for Earthquake Resistance,” Proceedings, 30th Annual Convention of SEAOC, 1963.
27.
Olesen, S. O., Sozen, M. A., and Siess, C. P., “Investigation of Prestressed Reinforced Concrete for Highway Bridges; Part IV: Strength in Shear of Beams with Web Reinforcement,” Engineering Experiment Station, Bulletin 493, University of Illinois, Urbana, Ill., July, 1967.
28.
Park, R., and Paulay, T., Reinforced Concrete Structures, John Wiley and Sons, Inc., New York, N.Y., 1974.
29.
Park, Y.‐J., Ang, A. H.‐S., and Wen, Y. K., “Seismic Damage Analysis of Reinforced Concrete Buildings,” Journal of Structural Engineering, ASCE, Vol. 111, No. 4, Apr., 1985, pp. 740–757.
30.
Umemura, H., and Takizawa, H., “Dynamic Response of Reinforced Concrete Buildings,” Structural Engineering Documents, IABSE, 1982.
31.
Wight, J. K., and Sozen, M. A., “Shear Strength Decay in Reinforced Concrete Columns Subjected to Large Deformatin Reversals,” Civil Engineering Studies, Structural Research Series No. 403, University of Illinois, Urbana, Ill., Aug., 1973.
Information & Authors
Information
Published In
Copyright
Copyright © 1985 ASCE.
History
Published online: Apr 1, 1985
Published in print: Apr 1985
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.