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.