Closure to “Modeling Reinforced-Concrete Beam-Column Joints Subjected to Cyclic Loading” by Laura N. Lowes and Arash Altoontash
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Volume 131, Issue 6
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References
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Durrani, A. J., and Wight, J. K. (1982). “Experimental and analytical study of internal beam to column connections subjected to reversed cyclic loading.” Rep. UMEE 82R3, Univ. of Michigan, Ann Arbor, Mich.
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Mitra, N., and Lowes, L. N. (2004). “Evaluation and advancement of a reinforced concrete beam-column joint model.” Proc., 13th World Conf. on Earthquake Engineering, Paper No. 1001.
Noguchi, H., and Kashiwazaki, T. (1992). “Experimental studies on shear performances of RC interior column-beam joints.” Proc., 10th World Conf. on Earthquake Engineering, A. A. Balkema, Rotterdam, The Netherlands, 3163–3168.
Oka, K., and Shiohara, H. (1992). “Tests on high-strength concrete interior beam-column joint sub-assemblages.” Proc., 10th World Conf. on Earthquake Engineering, A. A. Balkema, Rotterdam, The Netherlands, 3211–3217.
Otani, S., Kobayashi, Y., and Aoyama, H. (1984). “Reinforced concrete interior beam-column joints under simulated earthquake loading.” Proc., U.S.-New Zealand-Japan Seminar on Design of Reinforced Concrete Beam-Column Joints, p. 48
Park, R., and Ruitong, D. (1988). “A comparison of the behavior of reinforced concrete beam-column joints designed for ductility and limited ductility.” New Zealand Nat. Soc. Earthquake Eng. Bull, 21(4), 255–278.
Vecchio, F. J., and Collins, M. P. (1986). “The modified compression field theory for reinforced concrete elements subjected to shear.” J. Am. Concr. Inst., 83(2), 219–231.
Walker, S. G. (2001). “Seismic performance of existing reinforced concrete beam-column joints.” MS thesis, Univ. of Washington, Seattle.
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Published In
Journal of Structural Engineering
Volume 131 • Issue 6 • June 2005
Pages: 993 - 994
Copyright
© 2005 ASCE.
History
Published online: Jun 1, 2005
Published in print: Jun 2005
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