___

• [1] Kai, L.M., “The Behaviuor of Pinned Beam to Column Connection in Precast Concrete”, MSc. Thesis, University of Technology Malaysia, 2004.
• [2] HUI, L.M., “Seismic Effect on Precast Concrete Structures”, MSc. Thesis, University of Technology Malaysia, 2008.
• [3] Hart, G.C., Fai, K.K. and Wong, “Structural Dynamic for Structural Engineers”, John Wiley and Sons, New York, 2000.
• [4] Han, Q., "Behaviour of Precast Reinforced Concrete Beam-Column Connections under Static and Repeated Loading", ME Thesis, University of Wollongong, Australia, 170 pp, 1994.
• [5] J.F. Stanton, S. Nakaki, “Design Guidelines for Precast Concrete Seismic Structural Systems”, PRESSS Report No. 01/03-09, Seattle, WA, 2002.
• [6] “PCI Design Handbook Precast and Prestressed Concrete”, PCI Prestressed Concrete Institute, 1985.
• [7] Potter, R. J., "Developments in Precast Concrete", Proceedings, Second Australian National Structural Engineering Conference, Adelaide, Institution of Engineers Australia, North Sydney, pp. 136-140, October 1990.
• [8] “Guidelines for the Use of Structural Precast Concrete in Buildings”, Report of a Study Group of the New Zealand Concrete Society and the New Zealand National Society for Earthquake Engineering, Centre for Advanced Engineering, University of Canterbury, Christchurch, New Zealand, 1991.
• [9] “Precast concrete structural elements”, Advanced Concrete Technology Set, Pages 3- 46 John Richardson, 2003.
• [10] Clough, D. P., "Design of Connections for Precast Prestressed Concrete Buildings for the Effects of Earthquake" Technical Report No. 5, Pre-cast/Prestressed Concrete Institute, Chicago, IL, March 1985.
• [11] Pillai, S. U., and Kirk, D. W., "Ductile BeamColumn Connection in Precast Concrete", ACI Journal, Vol. 78, No. 6, pp. 480-487, November-December 1981.
• [12] Stanton, J. F., Anderson, R. G., Dolan, C. W., and McCleary, D. E, "Moment Resistant Connections and Simple Connections", Research Project No. 1/4, Precast/Prestressed Concrete Institute, Chicago, IL, 1986.
• [13] Clarke, J. L., "The Behavior of a Precast BeamColumn Joint", Precast Concrete, United Kingdom, pp. 503-504, October 1978.
• [14] Martin, L. D., and Korkosz, W. J., "Connections for Precast Prestressed Concrete Buildings, Including Earthquake Resistance", PCI Technical Report No. 2, Precast/Prestressed Concrete Institute, Chicago, IL, pp. 4.25-4.50, 1982.
• [15] Elliot, K.S., “Precast Concrete Structures”, Great Britain, Antony Rowe Ltd, 2002. [16] Seckin, M., Fu, H.C., “Beam-Column Connections in Precast Reinforced Concrete Construction”, ACI Structural Journal, Vol 87, No.3, pp 252-261, 1990.
• [17] Bhatt, P., and Kirk, D. W., "Tests on an Improved Beam Column Connection for Precast Concrete", ACI Journal, Vol. 82, No. 6, pp. 834-843, November-December 1985.
• [18] Elliot, K.S., Workshop on Design & Construction of Precast Concrete Framed Structures, 7-8 April 2005.
• [19] Applied Technology Council, "Design of Prefabricated Concrete Buildings for Earthquake Loads", Berkeley, CA, 1981.
• [20] Alcocer, S.M., Carranza, R., Perez-Navarrete, D., Martinez, R., “ Seismic tests of beam-tocolumn connections in a precast concrete frame Seismic tests of beam-to-column connections in a precast concrete frame ”, PCI Journal 47 (3), pp. 70-89, 2002.
• [21] Geraldine, S., Cheok, and H.S.Lew, “Performance of Precast Concrete Beam-toColumn Connections Subject to Cyclic Loading”, PCI Journal, Vol. 36, No.3, pp 56-67, May-June 1991.
• [22] Restrepo, J.I. and Park, R., “Design of Connections of Earthquake Resisting Precast Reinforced Concrete Perimeter Frames”, PCI Journal, Vol.40 No.1-3, pp 44-61, July-August 1995.
• [23] LUSAS Software Manual, 2004.
• [24] Zienkiewicz, O.C., Taylor, R.L., “The Finite Element Method for Solid and Structural Mechanics”, Sixth ed., Elsevier, 2005.
• [25] Leong, D.C.P, “Behaviour of Pinned Beam to Column Connections for Precast Concrete Frames”, Msc.Thesis, University Teknologi Malaysia, 2006.
• [26] Sucuoglu, H., “Effect of Connection Rigidity on Seismic Response of Precast Concrete Frames”, PCI Journal, Vol.40 No.1-3, pp 94-103, January-February 1995.