Implications of experiments on the seismic behavior of gravity load designed RC beam-to-column connections

Earthquake Spectra

Volumn 12, Issue 2, 1996, Pages 185-198

  Beres, Attila ^a   Pessiki, Stephen P ^b   White, Richard N ^c   Gergely, Peter ^c  

^a Englekirk and Sabol Consulting Structural Engineers Inc   (United States)

^b Lehigh University   (United States)

^c Cornell University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CYCLIC LOADING; DEFORMATION; EARTHQUAKE DAMAGE; GRAVITY FIELD; REINFORCED CONCRETE; SEISMIC RESPONSE; STRENGTH; STRUCTURAL COMPONENT;

EID: 0012781304     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1585876     Document Type: Article

References (11)

1. ACI Committee 315, (1948, 1951, 1957, 1965, 1974), Manual of Standard Practice for Detailing Reinforced Concrete Structures, American Concrete Institute, Detroit, MI.
2. ACI Committee 318, (1951, 1956, 1963, 1971, 1983, 1989), Building Code Requirements for Reinforced Concrete, American Concrete Institute, Detroit, MI.
3. ACI-ASCE Committee 352, (1976, 1985, 1991), Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures. (ACI-ASCE 352R), American Concrete Institute, Detroit, MI.
4. Beres, A. B., White, R N , and Gergely, P., (1992), Seismic Behavior of Reinforced Concrete Frame Structures with Nonductile Details - Part I: Summary of Experimental Findings of Full-Scale Beam-Column Joint Tests, Technical Report, NCEER-92-0024, State University of New York at Buffalo.
5. Beres, A. B., El-Borgi, S., White, R. N. and Gergely, P . (1992) Experimental Results of Repaired and Retrofitted Beam-Column Joint Tests in Lightly Reinforced Concrete Frame Buildings. Technical Report, NCEER-92-0025, National Center of Earthquake Engineering Research, Buffalo, New York.
6. Beres, A. B., (1994), Experimental and Analytical Study of the Performance of Reinforced Concrete Frames with Non-Ductile Details, Ph.D. Dissertation, School of Civil and Environmental Engineering, Cornell University, Ithaca, NY.
7. El-Borgi, S., (1993), Seismic Evaluation and Strengthening of Lightly Reinforced Concrete Structures, Ph.D. Dissertation, School of Civil and Environmental Engineering, Cornell University, Ithaca, NY.
8. Kurose, Y., Guimaraes, G. N., Liu, Z., Kreger, M. E., and Jirsa, J. O., (1988), Study of Reinforced Concrete Beam-Column Joints Under Uniaxial and Biaxial Loading, PMFSEL Report No 88-2, Department of Civil Engineering, University of Texas at Austin.
9. Meinheit, D. F. and Jirsa, J. O., (1981), "Shear Strength of R/C Beam-Column Connections," Journal of the Structural Division, Proceedings of ASCE, Vol. 107., Nov., pp. 2227-2244.
10. Pessiki, S. P., Conley, C., Bond, T., Gergely, P. and White, R. N., (1988), Reinforced Concrete Frame Component Testing Facility Design, Construction, Instrumentation and Operation, Technical Report, NCEER-88-0047, National Center for Earthquake Engineering Research, State University of New York at Buffalo.
11. Pessiki, S. P., Conley, C., Gergely, P., and White, R. N., (1990), Seismic Behavior of Lightly-Reinforced Concrete Column and Beam Column Joint Details, Technical Report, NCEER-90-0014, SUNY at Buffalo, New York.