Evaluation of Seismic Parameters and Response Modification Factor of Connections in Reduced Beam Section
 AISC/ANSI 341¬05, “Seismic provisions for structural steel buildings,” Chicago (IL): American Institute of Steel Construction, 2005.
 S. J. Chen, C. H. Yeh, and J. M. Chu, “Ductile steel beam-to-column connections for seismic resistance.” J. Struct. Engrg., ASCE, vol. 122, no.11, 1996, pp. 1292-1299.
 B. Chi, and C.-M. Uang, “Cyclic response and design recommendations of reduced beam section moment connections with deep column.” J. Struct. Engrg., ASCE, vol. 128, no.4, 2002, pp. 464-473.
 M. D. Engelhardt, T. Winneberger, A. J. Zekany, T. J. Potyraj, “Experimental investigations of dogbone moment connections.” Engrg. J., vol. 35, no.4, AISC, Fourth Quarter, 1998, pp. 128-139.
 C. S. Gilton, and C.-M. Uang, “Cyclic response and design recommendations of weak-axis reduced beam section moment connections.” J. Struct. Engrg., ASCE, vol. 128, no.4, 2002, pp. 452-463.
 S. C. Goel, B. Stojadinovic, and H.-K. Lee, “Truss analogy for steel moment connections”, Eng. J. vol. 34, no.2, 1997, pp. 43-53.
 E. Asadzadeh, M. Alam, S. Asadzadeh, "Dynamic response of layered hyperbolic cooling tower considering the effects of support inclinations," Structural Engineering and Mechanics, vol. 50, no. 6, pp. 797-816, 2014.
 A. Moslehi Tabar, A. Deylami, “Instability of Beams With Reduced Beam Section Moment Connections Emphasizing the Effect of Column Panel Zone Ductility”, Journal of Constructional Steel Research, May 2005, PP. 1475- 1491.
 I. Thanaei, H. JamasbI, "non-linear behavior of the bone joints in steel moment resisting frames", Fourth International Conference on Seismology and Earthquake Engineering, Tehran, 2004.
 I. Thanaei, H. Jamasbi, "non-linear behavior of bone I beams to box columns connections", the sixth International Conference of Civil Engineering, Isfahan University of Technology, 2004.