Highly damage-tolerant beam-column joints through use of high-performance fiber-reinforced cement composites

ACI Structural Journal

Volumn 102, Issue 3, 2005, Pages 487-495

  Parra Montesinos, Gustavo J ^a   Peterfreund, Sean W ^b   Chao, Shih Ho ^a  

^a UNIVERSITY OF MICHIGAN   (United States)

^b HDR Engineering Inc   (United States)

Author keywords

Beam column; Joint; Shear strength

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); EARTHQUAKE RESISTANCE; JOINTS (STRUCTURAL COMPONENTS); SHEAR STRENGTH; STRUCTURAL DESIGN;

HIGH PERFORMANCE FIBER REINFORCED CEMENT COMPOSITES; SEISMIC DESIGN;

REINFORCED CONCRETE;

EID: 20544435476     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (23)

1. Abdel-Fattah, B., and Wight, J. K., 1987, "Study of Moving Beam Plastic Hinging Zones for Earthquake-Resistant Design of R/C Buildings," ACI Structural Journal, V. 84, No. 1, Jan.-Feb., pp. 31-39.
2. ACI Committee 318, 2002, "Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (318R-02)," American Concrete Institute, Farmington Hills, Mich, 443 pp.
3. Bayasi, Z., and Gebman, M., 2002, "Reduction of Lateral Reinforcement in Seismic Beam-Column Connection Via Application of Steel Fibers," ACI Structural Journal, V. 99, No. 6, Nov.-Dec., pp. 772-780.
4. Chompreda, P., and Parra-Montesinos, G. J., 2005, "Deformation Capacity and Shear Strength of Fiber-Reinforced Cement Composite Flexural Members Subjected to Displacement Reversals," Report UMCEE 05-03, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, Mich.
5. Craig, R.; Mahadev, S.; Patel, C.; Viteri, M.; and Kertesz, C., 1984, "Behavior of Joints Using Reinforced Fibrous Concrete," Fiber Reinforced Concrete: International Symposium, SP-81, G. C. Hoff, ed., American Concrete Institute, Farmington Hills, Mich., pp. 125-167.
6. Durrani, A. J., and Wight, J. K., 1982, "Experimental and Analytical Study of Internal Beam to Column Connections Subjected to Reversed Cyclic Loading," Report No. UMEE 82R3, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, Mich., 275 pp.
7. Ehsani, M. R., and Wight, J. K., 1982, "Behavior of External Reinforced Concrete Beam to Column Connections Subjected to Earthquake Type Loading," Report No. UMEE 82R5, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, Mich., 243 pp.
8. Filiatrault, A.; Pineau, S.; and Houde, J., 1995, "Seismic Behavior of Steel-Fiber Reinforced Concrete Interior Beam-Column Joints," ACI Structural Journal, V. 92, No. 5, Sept.-Oct., pp. 543-552.
9. Gefken, P. R., and Ramey, M. R., 1989, "Increased Joint Hoop Spacing in Type 2 Seismic Joints Using Fiber Reinforced Concrete," ACI Structural Journal, V. 86, No. 2, Mar.-Apr., pp. 168-172.
10. Hanson, N. W., 1971, "Seismic Resistance of Concrete Frames with Grade 60 Reinforcement," Journal of the Structural Division, ASCE, V. 97, No. ST 6, pp. 1685-1700.
11. Hanson, N. W., and Connor, H. W., 1967, "Seismic Resistance of Reinforced Concrete Beam-Column Joints," Journal of the Structural Division, ASCE, V. 93, No. ST 5, pp. 533-560.
12. Henager, C. H., 1977, "Steel Fibrous, Ductile Concrete Joint for Seismic-Resistant Structures," Reinforced Concrete Structures in Seismic Zones, SP-53, American Concrete Institute, Farmington Hills, Mich., pp. 371-379.
13. Jiuru, T.; Chaobin, H.; Kaijian, Y.; and Yongcheng, Y., 1992, "Seismic Behavior and Shear Strength of Framed Joint Using Steel-Fiber Reinforced Concrete," Journal of Structural Engineering, ASCE, V. 118, No. 2, pp. 341-358.
14. Joint ACI-ASCE Committee 352, 2002, "Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures (ACI 352R-02)" American Concrete Institute, Farmington Hills, Mich., 37 pp.
15. Leon, R. T., 1989, "Interior Joints with Variable Anchorage Lengths," Journal of Structural Engineering, ASCE, V. 115, No. 9, pp. 2261-2275.
16. Leon, R., and Jirsa, J. O., 1986, "Bidirectional Loading of R.C. Beam-Column Joints," Earthquake Spectra, V. 2, No. 3, pp. 537-564.
17. Li, V. C., 1993, "From Micromechanics to Structural Engineering - The Design of Cementitious Composites for Civil Engineering Applications," JSCE Journal of Structural Mechanics and Earthquake Engineering, V. 10, No. 2, pp. 37-48.
18. Megget, L. M., and Park, R., 1971, "Reinforced Concrete Exterior Beam-Column Joints Under Seismic Loading," New Zealand Engineering (Wellington), V. 26, No. 11, pp. 341-353.
19. Meinheit, D. F., and Jirsa, J. O., 1981, "Shear Strength of R/C Beam-Column Connections," Journal of the Structural Division, ASCE, V. 107, No. ST 11, pp. 2227-2244.
20. Naaman, A. E., 1999, "Fibers with Slip Hardening Bond," High Performance Fiber Reinforced Cement Composites 3 (HPFRCC 3), Proceedings of the Third International RILEM Workshop, H. W. Reinhardt and A. E. Naaman, eds., Mainz, Germany, RILEM Publications S.A.R.L., Cachan Cedex, France, May 1999, pp. 371-385.
21. Parra-Montesinos, G., and Wight, J. K., 2000, "Seismic Response of Exterior RC Column-to-Steel Beam Connections," Journal of Structural Engineering, ASCE, V. 126, No. 10, pp. 1113-1121.
22. Sakai, J., and Kawashima, K., 2003, "Modification of the Giuffre, Menegotto and Pinto Model for Unloading and Reloading Paths with Small Strain Variations," Journal of Structural Mechanics and Earthquake Engineering, JSCE, No. 738/I-64, pp. 159-169. (in Japanese)
23. Uzumeri, S. M., and Seckin, M., 1974, "Behavior of Reinforced Concrete Beam-Column Joints Subjected to Slow Load Reversals," Report 74-05, Department of Civil Engineering, University of Toronto, Toronto, Ontario, Canada, pp. 85.