DISCUSSIONS AND CLOSURES
Jun 1, 2005

Discussion of “Modeling Reinforced-Concrete Beam-Column Joints Subjected to Cyclic Loading” by Laura N. Lowes and Arash Altoontash

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Publication: Journal of Structural Engineering
Volume 131, Issue 6
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References

ACI Committee 318. (2002). Building code requirements for reinforced concrete (ACI 318-02) and commentary (ACI 318R-02), American Concrete Institute, Farmington Hills, Mich.
Endoh, Y., Kamura, T., Otani, S., and Aoyama, H. (1991). “Behavior of R∕C beam-column connections using light-weight concrete.” Trans. Jpn. Concr. Inst., 13, 319–326.
Fujii, S., and Morita, H. (1991). “Comparison between interior and exterior RC beam-column joint behavior.” Design of Beam-Column Joints for Seismic Resistance (SP-123), American Concrete Institute, Detroit, 145–165.
Kitayama, K., Asakura, H., Otani, S., and Aoyama, H. (1988). “Earthquake resistant design criteria for reinforced concrete interior beam-column joints.” Trans. Jpn. Concr. Inst., 10, 281–288.
Kitayama, K., Lee, S., Otani, S., and Aoyama, H. (1992). “Behavior of high-strength R∕C beam-column joints.” Proc., 10th World Conf. on Earthquake Engineering, Balkema, Rotterdam, The Netherlands, 3151–3156.
Kurose, Y., Guimaraes, G. N., Zuhua, L., Kreger, M. E., and Jirsa, J. O. (1991). “Evaluation of slab-beam-column connections subjected to bi-directional loading.” Design of Beam-Column Joints for Seismic Resistance (SP-123), American Concrete Institute, Detroit, 39–67.
Leon, R. T. (1990). “Shear strength and hysteretic behavior of interior beam-column joints.” ACI Struct. J., 87(1), 3–11.
Meinheit, D. F., and Jirsa, J. O. (1981). “Shear strength of R∕C beam-column connections.” ASCE J. Struct. Div., 107(11), 2227–2244.
Morita, S., Kitayama, K., Koyama, A., and Hosono, T. (1999). “Effects of beam bar bond and column axial load on shear strength in reinforced concrete interior beam-column joints.” Trans. Jpn. Concr. Inst., 21, 453–460.
Noguchi, H., and Kashiwazaki, T. (1992). “Experimental studies on shear performances of RC interior column-beam joints with high-strength materials.” Proc., 10th World Conf. on Earthquake Engineering, Balkema, Rotterdam, The Netherlands, 3163–3168.
Owada, Y. (2000). “Three-dimensional behaviors of reinforced concrete beam-column joint under seismic load.” Proc., 12th World Conf. on Earthquake Engineering, Paper No. 0707.
Raffaelle, G. S., and Wight, J. K. (1995). “Reinforced concrete eccentric beam-column connections subjected to earthquake-type loading.” ACI Struct. J., 92(1), 45–55.
Shin, M., and LaFave, J. M. (2004a). “Reinforced concrete edge beam-column-slab connections subjected to earthquake loading.” Mag. Concrete Res., 56(5), 273–291.
Shin, M., and LaFave, J. M. (2004b). “Testing and modeling for cyclic joint shear deformations in RC beam-column connections.” Proc., 13th World Conf. on Earthquake Engineering, Paper No. 0301.
Teng, S., and Zhou, H. (2003). “Eccentric reinforced concrete beam-column joints subjected to cyclic loading.” ACI Struct. J., 100(2), 139–148.
Vecchio, F. J., and Collins, M. P. (1986). “The modified compression field theory for reinforced concrete elements subjected to shear.” ACI Struct. J., 83(2), 219–231.
Watanabe, K., Abe, K., Murakawa, J., and Noguchi, H. (1988). “Strength and deformation of reinforced concrete interior beam-column joints.” Trans. Jpn. Concr. Inst., 10, 183–188.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 131Issue 6June 2005
Pages: 992 - 993

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Published online: Jun 1, 2005
Published in print: Jun 2005

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James M. LaFave [email protected]
Assistant Professor, Univ. of Illinois at Urbana-Champaign, Dept. of Civil and Environmental Engineering, 3108 Newmark Civil Engineering Laboratory, MC-250, 205 North Mathews Ave., Urbana, IL 61801. E-mail: [email protected]
Myoungsu Shin [email protected]
Assistant Professor, Morehead State Univ., Dept. of Industrial and Engineering Technology, 309 Lloyd Cassity, Morehead, KY 43051. E-mail: [email protected]

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