1. 1. Chen, S.J., Yeh, C.H and Chu, J.M., “Ductile Steel Beam-to-Column Connections for Seismic Resistance”, Journal of Structural Engineering, ASCE, Vol 122(11), 1996, pp 1292- 1299.
   2. Cheol, M.Y., and Young, M.K., “Cyclic Behaviour of Bolted and Welded Beam to Column Joints”, International Journal of Mechanical Sciences, doi:10.1016/j.ijmecsci.2006.09.022.
   3. IS: 800 (2007), General Construction in Steel – Code of Practice, Bureau of Indian Standards, New Delhi, 2007
   4.  N. Subramanian. “Design of Steel Structures” Oxford Higher Education.
   5. S.Loganathan1, and C.G.Sivakumar, “Experimental Study on Steel Semi-Rigid Beam-Column Joints under Quasi Static Loading”, International Journal of Engineering Science Invention, Volume 2 Issue 10, October 2013, PP.39 49.
   6. Shemy S. Babu and S. Sreekumar “A Ductility Behaviour on Bolted Beam-Column joint”, International Journal of Modern Engineering Research, Vol.2, Issue.5, Sep-Oct. 2012 pp3517-3521
   
   
2. 1. Chen, S.J., Yeh, C.H and Chu, J.M., “Ductile Steel Beam-to-Column Connections for Seismic Resistance”, Journal of Structural Engineering, ASCE, Vol 122(11), 1996, pp 1292- 1299.
   2. Christopoulos,C., Filiatrault,A., Uang,C.M., and Folz,B., “Post Tensioned Energy Dissipating Connections for Moment-Resisting Steel Frames”, Journal of Structural Engineering, Vol 128(9), 2002,pp 1111
   3. D.Dubina, A. Stratan,”Behaviour of Welded Connections of Moment Resisting Frames Beam to column joints”, Airticle in Engineering structures, 2002, pp1-16.
   4. JohnParfitt,Jr.Wai-fahchen,”Tested of Welded steel beam-column moment connection”.Dec 1974 Frixtx Engineering Laboratory Report no.333.30.
   5. Kiyoshi KANETA, “Cumulative Damage of Welded Beam-To-Column connections In steel structures subjected to Destructivr Earthquakes