Shear behavior of exterior reinforced concrete beam-column joints
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Alemdar, F.
(Paul C. Rizzo Associates, Inc.)
Sezen, H. (Department of Civil and Environmental Engineering and Geodetic Science, The Ohio State University) |
| 1 | Sezen, H. and Moehle, J.P. (2004), "Shear strength model for lightly reinforced columns", J. Struct. Eng-ASCE, 130(11), 1692-1703. DOI ScienceOn |
| 2 | ACI-ASCE Committee 352 (1985), "Recommendation for design of beam-column joints in monolithic reinforced concrete structures", J. Proceed., 82(3), 266-284. |
| 3 | ACI Committee 318 (2008), "Building code requirements for structural concrete", American Concrete Institute, Farmington Hills, Michigan. |
| 4 | Alemdar, F. (2007), Behavior of Existing Reinforced Concrete Beam-column Joints, Masters Thesis, The Ohio State University. |
| 5 | FEMA 356 (2000), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington DC. |
| 6 | Hakuto, S. (1995), Retrofitting of Reinforced Concrete Moment Resisting Frames, Ph.D. Dissertation, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand. |
| 7 | Park, R. (2002), "A summary of results of simulated load tests on reinforced concrete beam-column joints, beams and columns with substandard reinforcing details", J. Earthq. Eng., 6(1), 147-174. |
| 8 | Sezen, H., Whittaker, A.S., Elwood, K.J. and Mosalam, K.M. (2003), "Performance of Reinforced Concrete and Wall Buildings during the August 17, 1999 Kocaeli, Turkey Earthquake, and Seismic Design and Construction Practice in Turkey", Eng. Struct., 25(1), 103-114. DOI ScienceOn |
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