References

· Wight, J.K., and Parra-Montesinos, G. (2003). “Use of strut and tie model for deep beam design as per ACI 318 code,” ACI Concrete International, Vol. 25, No. 5, pp. 63-70.

· Aguilar, G., Matamoros, A., Parra-Montesinos, G., Ramirez, J.A. and Wight, J.K. (2002), “Experimental and Analytical Evaluation of Design Procedures for Shear Strength of Deep Reinforced Concrete Beams,” ACI Structural Journal, Vol. 99, No. 4, pp. 539-548.

· LaFave, J.M. and Wight, J.K. (2001), “Reinforced Concrete Wide-Beam Construction vs. Conventional Construction: Resistance to Lateral Earthquake Loads”, Earthquake Spectra, EERI, Vol. 17, No. 3, pp. 479-505.

· Quintero-Febres, C.G. and Wight, J.K. (2001), “Experimental Study of Reinforced Concrete Interior Wide Beam-Column Connections Subjected to Lateral Loading,” ACI Structural Journal, Vol. 98, No. 4, pp. 572-582.

· Parra-Montesinos, G. and Wight, J. K. (2001). “Modeling shear behavior of hybrid RCS beam-column connections,” Journal of Structural Engineering, ASCE, Vol. 127, No. 1, 3-11.

· Wight, James K., Parra-Montesinos, G., and Canbolat, B.A. (2003). “Seismic behavior of high-performance fiber reinforced cement composite coupling beams,” Otani Symposium 2003, Tokyo, Japan, pp. 357-372.

· Parra-Montesinos, Gustavo and Wight, James K. (2000), "Seismic Response of Exterior RC Column-to-Steel Beam Connections," Journal of Structural Engineering, ASCE, Vol. 126, No. 10, pp. 1113-1121.

· Hueste, M.B.D. and Wight, J.K. (1999), “Nonlinear Punching Shear Failure Model for Interior Slab-Column Connections,” Journal of Structural Engineering, ASCE, Vol. 125, No. 9, Sept. 1999, pp. 997-1008.

· Hueste, M.B.D. and Wight, J.K. (1997), “Evaluation of a Four-Story Reinforced Concrete Building Damaged During the Northridge Earthquake”, Earthquake Spectra, EERI, Vol. 13, No. 3, August 1997, pp. 387-414.

· Wight, J.K., Wood, S.L., Moehle, J.P., and Wallace, J.W. (1996), "On Design Requirements for Reinforced Concrete Structural Walls", Mete A. Symposium (SP-162), American Conc. Inst., pp. 431-456.