บรรณานุกรม เป็ นหนึ่ ง วานิ ชชัย และ อาเด ลิซานโตโน, (2537), การวิเคราะห์ความเสี่ ยงภัยจากแผ่นดินไหว สาหรับ ประเทศไทย, วิศวกรรมสารฉบับวิจัยและพัฒนา ปี ที่ 5 ฉบับที่ 1, วิศวกรรมสถาน แห่งประเทศ ไทยฯ, หน้า 30-52. ACI Committee 374, (2001), Acceptance Criteria for Moment Frames Based on Structural Testing, T1.1-01/T1.1R-01, Farmington Hills, MI. Au, F.T.K., Huang, K. and Pam, H.J., (2005), Diagonally-Reinforced Beam–Column Joints Reinforced Under Cyclic Loading, Structures & Buildings, 158, Issue SB1, pp. 21–40. Bahjat, A.F. and James, K.W., (1987), Study of Moving Beam Plastic Hinging Zones for Earthquake-Resistant Design of R/C Building, ACI Structure Journal, 84-S4, NovemberDecember 1987, pp.31-39. Brzev, S. and Perez, T.G., (2011), Precast Concrete Construction, British Columbia Institute of Technology, Canada. Camarena, D., (2006), Finite Element Analysis of Precast Prestressed Beam-Column Concrete Connection in Seismic Construction, Master’s Thesis, Calmers University of Technology, Göteborg, Sweden. Chopra, A. K., (2000), Theory and Applications to Earthquake Engineering: Dynamic of Structure (Third Edition), Prentice Hall, Englewood Cliffs, NJ. Elliott, K. S., Davies, C., Mahdi, A. A., Corgun, H., Virdi, K. and Ragupathy, P., (1998), Precast Concrete Semi rigid Beam-to-Column Connections in Skeletal Frames, Control of the Semi-rigid Behavior of Civil Engineering Structural Connections, COST CI International Conference, Liege, September 1998, pp.45-54. Englekirk, R., (2002), Design-Construction of The Paramount – A 39-Story Precast Prestressed Concrete Apartment Building, PCI Journal, 47, No.4, July-August 2002, pp.56-71. Ertas, O., Ozden, S. and Ozturan, T., (2006), Ductile Connections in Precast Concrete Moment Resisting Frames, PCI journal, May-June 2006, pp.2-12. EURO CODE 3 Draft Version 5, November 1990. 151 Kaung, J.S. and Wong, H.F., (2011), Effectiveness of Horizontal Stirrups in Joint Core for Exterior Beam-Column Joints with Nonseismic Design, The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction, pp.3301-3307. Kishi, N. and Hasan, R., (1997), Study of Eurocode3 steel connection Classification, Engineering Structures, 19, No.9, pp.772-779. Legeron, F. and Paultre, P., (2000), Behavior of High-Strength Concrete Columns under Cyclic Flexure and Constant Axial Load, ACI Structural Journal, 97, No.4, pp.591-601. Lukkunaprasit, P. and Sittipunt, C., (2000), Ductility Enhancement of Moderately Confined Concrete Tied Columns with Hook-Clips, ACI Journal, 100, No.4, pp.422-429. Pampanin, S., Calvi, G.M., and Moratti, M., (2002), Seismic Behaviour of R.C. Beam-Column Joints Designed for Gravity Loads, 12th European Conference on Earthquake Engineering, Paper Reference 726. Park, R., (1989), Evaluation of Ductility of Structures and Structural Assemblages from Laboratory Testing, Bulletin of the New Zealand National Society for Earthquake Engineering, 22, No.3, pp. 155-166. Park, R., (2003), The FIB State-of-the-Art Report on the Seismic Design of Precast Concrete Building Structure, 2003 Pacific Conference on Earthquake Enginnering, Paper Number 011. Pimanmas, A. and Chaimahawan, P., (2010), Shear Strength of Beam-Column Joint with Enlarged Joint Area, Engineering Structure, 32, pp.2529-2545. Sheikh, S. A. and Khoury, S. S., (1993), Confined Concrete Columns With Stubs, ACI Structural Journal, 90, No.4, pp.414-431. Supaviriyakit, T. and Pimanmas, A., (2008), Comparative Performance of Sub-Standard Interior Reinforced Concrete Beam-Column Connection with Various Joint Reinforcing Details, Materials and Structures, 41, pp.543-557.