Analytical Studies of Hysteretic Behavior of R/C Joints
Publication: Journal of Structural Engineering
Volume 112, Issue 7
Abstract
A series of analytical studies on the hysteretic behavior of R/C interior beam‐column joints are presented. Parameters varied include the ratio of top to bottom reinforcement, the yield strength of reinforcing bars and the bond strength along the bars anchored in the joint. The studies are based on a finite element model, which accounts for the cyclic bond deterioration along anchored bars as well as the hysteretic behavior of cracked R/C sections at beamcolumn interfaces, thus allowing consideration of the interaction between the two end sections of the joint.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Bertero, V. V., “Seismic Behavior of Structural Concrete Linear Elements (Beams, Columns) and Their Connections,” Introductory Report to Theme II, AICAP‐CEB Symposium, Structural Concrete Under Seismic Actions, Comité Euro‐International Du Béton, Bulletin D' Information No. 131, Vol. 1, Rome, Italy, 1979, pp. 125–212.
2.
Bertero, V. V., and Popov, E. P., “Hysteretic Behavior of Ductile Moment‐Resisting Reinforced Concrete Frame Components,” Report No. EERC 75‐16, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif., Apr., 1975.
3.
Durrani, A. J., and Wight, J. K., “Experimental and Analytical Study of Internal Beam‐Column Connections Subjected to Reversed Cyclic Loading,” Report No. UMEE 82R3, Univ. of Michigan, Ann Arbor, Mich., July, 1982.
4.
Eligehausen, R., Popov, E. P., and Bertero, V. V., “Local Bond Stress‐Slip Relationships of Deformed Bars under Generalized Excitations,” Report No. UCB/EERC 83‐23, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif., Oct., 1983.
5.
Filippou, F. C., Popov, E. P., and Bertero, V. V., “Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints,” Report No. UCB/EERC 83‐19, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif., Aug., 1983.
6.
Filippou, F. C., Popov, E. P., and Bertero, V. V., “Modeling of Reinforced Concrete Joints under Cyclic Excitations,” Journal of Structural Engineering, ASCE, Vol. 109, No. ST11, Nov., 1983.
7.
Jirsa, J. O., “Behavior of Elements and Subassemblages—R. C. Frames,” Proceedings of a Workshop on Earthquake Resistant Reinforced Concrete Building Construction, Vol. III, pp. 1196–1214, Univ. of California, Berkeley, Calif., July, 1977.
8.
Menegotto, M., and Pinto, P., “Method of Analysis for Cyclically Loaded Reinforced Concrete Plane Frames Including Changes in Geometry and Nonelastic Behavior of Elements under Combined Normal Force and Bending,” presented at the IABSE Symposium on the Resistance and Ultimate Deformability of Structures Acted on by Well‐Defined Repeated Loads, held at Lisbon, Portugal, 1973.
9.
Noguchi, H., “Nonlinear Finite Element Analysis of Reinforced Concrete Beam‐Column Joints,” presented at the IABSE Colloquium on Advanced Mechanics of Reinforced Concrete, held at Delft, The Netherlands, June, 1981.
10.
Park, R., Gaerty, L., and Stevenson, E. C., “Tests on an Interior Reinforced Concrete Beam‐Column Joint,” Bulletin of the New Zealand National Society for Earthquake Engineering, Vol. 14, No. 2, June, 1981.
11.
Paulay, T., and Park, R., “Joints in Reinforced Concrete Frames Designed for Earthquake Resistance,” Report No. 84‐9, Univ. of Canterbury, Christchurch, New Zealand, June, 1984.
12.
Soleimani, D., Popov, E. P., and Bertero, V. V., “Hysteretic Behavior of Reinforced Concrete Beam‐Column Subassemblages,” ACI Journal, Vol. 76, No. 11, Nov., 1979.
13.
Uzumeri, S. M., “Strength and Ductility of Cast‐in‐Place Beam‐Column Joints,” Symposium on Reinforced Concrete Structures in Seismic Zones, ACI SP‐53, American Concrete Institute, Detroit, Mich., 1977.
14.
Viwathanatepa, S., Popov, E. P., and Bertero, V. V., “Seismic Behavior of Reinforced Concrete Interior Beam‐Column Subassemblages,” Report No. EERC 79‐14, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif., Aug., 1979.
15.
Zhu, S., and Jirsa, J. O., “A Study of Bond Deterioration in Reinforced Concrete Beam‐Column Joints,” Report No. 83‐1, Department of Civil Engineering, The Univ. of Texas at Austin, Tex., July, 1983.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 112 • Issue 7 • July 1986
Pages: 1605 - 1622
Copyright
Copyright © 1986 ASCE.
History
Published online: Jul 1, 1986
Published in print: Jul 1986
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.