1. Abdel-Fattah B, Wight JK. Studies of moving beam plastic hinging zones for earthquake-resistant design of R/C buildings. ACI Struct J 1987; 31–9.
2. Joh O, Goto Y, Shibata T. Influence of transverse joint and beam reinforcement and relocation of plastic hinge regions on beam-column joint stiffness deterioration. In: Jirsa J. editor, Design of beam-column joint for seismic resistance. Farmington Hills, Mich.: American Concrete Institute; 1991. p. 187–223.
3. Paulay T, Priestley MJN. Seismic design of reinforced concrete and masonry buildings. New York: John Wiley and Sons; 1992.
4. Cyclic response of exterior reinforced concrete beam-column joints reinforced with headed bars-experimental investigation;Chutarat;ACI Struct J,2003
5. Mahini SS. Rehabilitation of exterior RC beam-column joints using CFRP sheets. PhD thesis submitted to the Division of Civil Engineering of the University of Queensland, Australia; 2005.