Seismic repair of hybrid RCS beam-column connections

ACI Structural Journal

Volumn 98, Issue 5, 2001, Pages 762-770

  Parra Montesinos, Gustavo J ^a   Wight, James K ^a  

^a UNIVERSITY OF MICHIGAN   (United States)

Author keywords

Beam column; Joint; Shear strength

Indexed keywords

CONCRETE BEAMS AND GIRDERS; CRACKS; EARTHQUAKE EFFECTS; SHEAR STRENGTH; STIFFNESS; STRAIN; STRUCTURAL LOADS;

INERTIAL FORCES;

REINFORCED CONCRETE;

EID: 0035470524     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (10)

1. ASCE Task Committee on Design Criteria for Composite Structures in Steel and Concrete, 1994, "Guidelines for Design of Joints Between Steel Beams and Reinforced Concrete Columns," Journal of Structural Engineering, ASCE, V. 120, No, 8, pp. 2330-2357.
2. Bugeja, M. N.; Bracci, J. M.; and Moore, W. P., 2000, "Seismic Behavior of Composite RCS Frame Systems," Journal of Structural Engineering, ASCE, V. 126, No. 4, pp. 429-436.
3. Deierlein, G. G.; Sheikh, T. M.; Yura, J. A.; and Jirsa, J. O., 1989, "Beam-Column Moment Connections for Composite Frames: Part 2," Journal of Structural Engineering, ASCE, V. 115, No. 11, pp. 2877-2896.
4. Deierlein, G. G.; Yura, J. A.; and Jirsa, J. O., 1988, "Design of Moment Connections for Composite Framed Structures," PMFSEL Report No. 88-1, University of Texas at Austin, Austin, Tex.
5. Griffis, L., 1986, "Some Design Considerations for Composite-Frame Structures," AISC Engineering Journal, V. 23, No. 2, pp. 59-64.
6. Kanno, R., 1993, "Strength, Deformation, and Seismic Resistance of Joints Between Steel Beams and Reinforced Concrete Columns," PhD dissertation, Cornell University, Ithaca, N.Y.
7. Master Builders, Inc., 1998, "MBrace Composite Strengthening System-Engineering Design Guidelines," Second Edition, Cleveland, Ohio.
8. Parra-Montesinos, G., and Wight, J. K., 2000, "Seismic Behavior, Strength and Retrofit of Exterior RC Column-to-Steel Beam Connections," Report UMCEE 00-09, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, Mich.
9. Parra-Montesinos, G., and Wight, J. K., 2001, "Modeling Shear Behavior of Hybrid RCS Beam-Column Connections," Journal of Structural Engineering, ASCE, V. 127, No. 1, pp. 3-11.
10. Sheikh, T. M.; Yura, J. A.; and Jirsa, J. O., 1987, "Moment Connections between Steel Beams and Concrete Columns," PMFSEL Report No. 87-4, University of Texas at Austin, Austin, Tex.