[1] American Institute of Steel Construction (AISC), “Load and Resistance Factor Design Specification for Structural Steel Building,” AISC, Chicago, 1999.
[2] R. Redwood and S. Demirdjian, “Castellated Beam Web Buckling in Shear,” Journal of Structural Engineering, Vol. 124, No. 10, 1998, pp. 1202-1207. doi:10.1061/(ASCE)0733-9445(1998)124:10(1202)
[3] W. Zaarour and R. Redwood, “Web Buckling in Thin Castellated Beams,” Journal of Structural Engineering, Vol. 122, No. 8, 1996, pp. 860-866. doi:10.1061/(ASCE)0733-9445(1996)122:8(860)
[4] A. Mohebkhah, “The Moment-Gradient Factor in Lateral- Torsional Buckling on Inelastic Castellated Beams,” Journal of Constructional Steel Research, Vol. 60, No. 10, 2004, pp. 1481-1494. doi:10.1016/j.jcsr.2004.02.002
[5] C. J. Earls, “On the Inelastic Failure of High Strength Steel I-Shaped Beams,” Journal of Constructional Steel Research, Vol. 49, No. 1, 1999, pp. 1-24. doi:10.1016/S0143-974X(98)00204-1
[6] C. J. Earls, “Geometric Factors Influencing Structural Ductility in Compact I-Shaped Beams,” Journal of Structural Engineering, Vol. 126, No. 8, 2000, pp. 860-866.
[7] C. J. Earls, “Constant Moment Behavior of High-Performance Steel I-Shaped Beams,” Journal of Constructional Steel Research, Vol. 57, No. 7, 2001, pp. 711-728. doi:10.1016/S0143-974X(01)00012-8
[8] S. Daryan, “Parametric Study on the Moment-Rotation Behavior of Castellated Beams,” MS Thesis, K. N. Toosi University of Technology, Tehran, 2005.
[9] ANSYS User’s Manual, “Version 5.4. 201 Johnson Road,” ANSYS Inc., Houston, 1989.
[10] T. Belytschko, W. K. Liu and B. Moran, “Nonlinear Finite Elements for Continua and Structures,” John Wily & Sons, New York, 2001, pp. 317-43.