Experimental study of reinforced concrete interior wide beam-column connections subjected to lateral loading

ACI Structural Journal

Volumn 98, Issue 4, 2001, Pages 572-582

  Quintero Febres, Carlos G ^a   Wight, James K ^b  

^a UNIVERSIDAD DE LOS ANDES   (Venezuela)

^b NONE

Author keywords

Bond behavior; Earthquake resistant structures; Hysteretic response; Interior connections; Seismic design; Wide beam construction

Indexed keywords

BEAMS AND GIRDERS; EARTHQUAKE RESISTANCE; JOINTS (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; STRUCTURAL LOADS;

LATERAL LOADING;

COLUMNS (STRUCTURAL);

EID: 0035412965     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (22)

1. Quintero-Febres, C., and Wight, J. K., "Investigation on the Seismic Behavior of RC Interior Wide Beam-Column Connections," Report No. UMCEE 97-15, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, Mich., Sept. 1997.
2. AC1-ASCE Committee 352, "Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures (ACT 352R-91)," American Concrete Institute, Farmington Hills, Mich., 1991, 27 pp.
3. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (318R-95)," American Concrete Institute, Farmington Hills, Mich., 1995, 369 pp.
4. Gentry, T. R., and Wight, J. K., "Wide Beam-Column Connections under Earthquake-Type Loading," EERI Earthquake SPECTRA, V. 10, No. 4, Nov. 1994, pp, 675-703.
5. LaFave, J., and Wight, J.,"Behavior of Reinforced Concrete Exterior Wide Beam-Column-Slab Connections Subjected to Lateral Earthquake Loading," Report UMCEE 97-01, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, Mich., Jan. 1997.
6. Hatamoto, H.; Bessho, S.; and Shibata, T., "Reinforced Concrete Wide-Beam to Column Subassemblages Subjected to Lateral Loads," Design of Beam-Column Joints for Seismic Resistance, SP-123, J. O. Jirsa, ed., American Concrete Institute, Farmington Hills, Mich., 1991, pp. 291-316.
7. Popov, E. P.; Cohen, J. M.; Koso-Thomas, K; and Kasai, K., "Behavior of Interior Narrow and Wide Beams," ACI Structural Journal, V. 89, No. 6, Nov.-Dec. 1992, pp. 607-616.
8. Park, R., "Ductility Evaluation from Laboratory and Analytical Testing-State of the Art Report," Proceedings of Ninth World Conference on Earthquake Engineering, V. VIII, Tokyo-Kyoto, Japan, Aug. 1988, pp. 605-616.
9. Paulay, T., "Seismic Behaviour of Beam-Column Joints in Reinforced Concrete Space Frames-State of the Art Report," Proceedings of Ninth World Conference on Earthquake Engineering, V. VIII, Tokyo-Kyoto, Japan, Aug. 1988, pp. 557-568.
10. Abrams, D., "Laboratory Definitions of Behavior for Structural Components and Building Systems," Earthquake-Resistant Concrete Structures: Inelastic Response and Design, SP-127, S. Ghosh, ed., American Concrete Institute, Farmington Hills, Mich., 1991, pp. 91-152.
11. Leon, R., and Deierlein, G., "Considerations for the Use of Quasi-Static Testing," EERI Earthquake Spectra, V. 12, No. 1, 1996, pp. 87-109.
12. Qi, X. "The Behavior of a R/C Slab-Beam-Column Subassemblage under Lateral Load Reversals," Report No. UCB/SESM CE 299, Department of Civil Engineering, Universty of California, Berkeley, Calif., Nov. 1986.
13. Zerbe, H., and Durrani, A., "Seismic Response of Connections in Two-Bay R/C Frame Subassemblies," ASCE Journal of Structural Engineering, V. 115, No. 11, Nov. 1989, pp. 2829-2844.
14. Ichinose, T., "Interaction Between Bond at Beam Bars and Shear Reinforcement in RC Interior Joints," Design of Beam-Column Joints for Seismic Resistance, SP-123, J. O. Jirsa, ed., American Concrete Institute, Farmington Hills, Mich., 1991, pp. 379-399.
15. Kitayama, K.; Otani, S.; and Aoyama, H., "Development of Design Criteria for RC Interior Beam-Column Joints," Design of Beam-Column Joints for Seismic Resistance, SP-123, J. O. Jirsa, ed., American Concrete Institute, Farmington Hills, Mich., 1991, pp. 97-123.
16. Otani, S., "The Architectural Institute of Japan Proposal of Ultimate Strength Design Requirements for RC Buildings with Emphasis on Beam-Column Joints," Design of Beam-Column Joints for Seismic Resistance, SP-123, J. O. Jirsa, ed., American Concrete Institute, Farmington Hills, Mich., 1991, pp. 125-144.
17. Paulay, T., "A Critique of the Special Provisions for Seismic Design of the Building Code Requirements for Reinforced Concrete (ACI 318-83)," ACI JOURNAL, Proceedings V. 83, No. 2, Mar.-Apr. 1986, pp. 274-283.
18. Paulay, T., "Equilibrium Criteria for Reinforced Concrete Beam-Column Joints," ACI Structural Journal, V. 86, No. 6, Nov.-Dec. 1989, pp. 635-643.
19. Kitayama, K.; Otani, S.; and Aoyama, H., "Development of Design Criteria for RC Interior Beam-Column Joints," Design of Beam-Column Joints for Seismic Resistance, SP-123, J. O. Jirsa, ed., American Concrete Institute, Farmington Hills, Mich., 1991, pp. 97-123.
20. Durrani, A., and Zerbe, H., "Seismic Resistance of R/C Exterior Connections with Floor Slab," ASCE Journal of Structural Engineering, V. 113, No. 8, Aug. 1987, pp. 1850-1864.
21. Ehsani, M. R., and Wight, J. K., "Effect of Transverse Beams, and Slab on Behavior of Reinforced Concrete Beam-to-Column Connections," ACI JOURNAL, Proceedings V. 82, No. 2, Mar.-Apr. 1985, pp. 188-195.
22. Bonacci, J., and Pantazopoulou, S., "Parametric Investigation of Joint Mechanics," ACI Structural Journal, V. 90, No. 1, Jan.-Feb. 1993, pp. 61-71.