[1]ACI Committee, 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary,” American Concrete Institute, 2014.
[2]ACI Committee 374.1-05, “Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary, ” 2005.
[3]Alwan, J. M., Naaman, A. E., and Guerrero, P., “Effect of Mechanical Clamping on the Puul-out Response of Hooked Steel Fibers Embedded in Cementitious Composites,” Concrete Science and Engineering, Vol. 1, No. 1, pp. 15-25, 1999.
[4]Aoyama, H., “Development of Advanced Reinforced Concrete Buildings with High-Strength and High-Quality Materials,” Earthquake Engineering Tenth World Conference, Rotterdam, 1992.
[5]Bencardino, F., Rizzuti, L., Spadea, G., and Swamy, R.,” Stress-Strain Behavior of Steel Fiber-Reinforced Concrete in Compression,” Journal of Materials in Civil Engineering, ASCE, Vol. 20, March, 2008.
[6]Brooke, N. J., and Ingham, J., "Seismic Design Criteria for Reinforcement Anchorages at Interior RC Beam-Column Joints." J. Struct. Eng., 10.1061/(ASCE) ST.1943-541X.0000762, 1895-1905. 2013.
[7]Fanella, David A., and Naaman, Antoine E., “Stress-Strain Properties of Fiber Reinforced Mortar in Compression,” J. Am. Concr. Inst., 82 (4), 475-483, 1985.
[8]FEMA, “Prestandard and Commentary for the Seismic Rehabilitation of Buildings,” FEMA 356, Washington D.C., USA, 2000.
[9]Foster, S. J., Liu, J., and Sheikh, S. A., “Cover Spalling in HSC Columns Loaded in Concentric Compression,” Journal of Structural Engineering, ASCE, Vol. 124, No. 12, pp. 1431-1437, 1998.
[10]Fu, J., Chen, T., Wang, Z., Bai, S., “Effect of Axial Load Ratio on Seismic Behavior of Interior Beam-Column Joints,” 12WCEE:12th World Conference on Earthquake Engineering, 2000.
[11]Hsu, L. S., and Hsu, C. T., “Stress-Strain Behavior of Steel-Fiber High-Strength Concrete under Compression,” ACI Structural Journal, July-August, 1985.
[12]Hsu, T. C., ”Nonlinear Analysis of Concrete Membrane Elements,” ACI Structural Journal, Vol. 88, No. 5, September-October, 1991.
[13]Hwang, S. J., Lee, H. J., Liao, T. F., Wang, K. C., Tsai, H. H., “Role of Hoops on Shear Strength of Reinforced Concrete Beam-Column Joints,” ACI Structural Journal, Vol. 102, No. 3, May-June, 2005.
[14]Li, B., “Seismic Performance of Reinforced Concrete Beam-Column Joints Strengthened by Ferrocement Jackets,” Ph.D, The Hong Kong Polytechnic University, 2014.
[15]Li, V. C., Wang, Y., and Backer, S., “Effect of Inclining Angle, Bundling and Surface Treatment on Synthetic Fiber Puul-out from A Cement Matrix,” Journal of Composites, 48 Vol. 21, No. 2, pp. 132-140, 1990.
[16]Li, V. C., Wang, “Postcrack scaling relations for fiber reinforced cementitious composites,” Journal of Materials in Civil Engineering, pp. 41-57, 1992.
[17]Lee, H. J., and Hwang, S. J., “High-Strength Concrete and Reinforcing Steel in Beam-Column Connections,” Structures Congress 2013, ASCE, Proceedings ISBN: 978-0-7844-1284-8, American Society of Civil Engineers, Pittsburgh, Pennsylvania, United States, May 2-4, 2013, pp. 1606-1615, 2013.
[18]Mendis, P. A., Panagopoulos, C., “Applications of High Strength Concrete in Seismic Regions,” 12WCEE:12th World Conference on Earthquake Engineering, 2000.
[19]Moehle, J. P., “Seismic Design of Reinforced Concrete Buildings,” ISBN: 9780071839440, McGraw-Hill Education, 784 pp, 2015.
[20]Naaman, A. E., and Reinhardt, H. W., “Characterization of High Performance Fiber Reinforced Cement Composites—HPFRCC,” High Performance Fiber Reinforced Cement Composites 2, Proceedings of the Second International RILEM Workshop, Ann Arbor, MI, pp. 1-24, 1996.
[21]NZS 3101, “Concrete Structures Standard Part 1-The Design of Concrete Structures,” Standards New Zealand, Wellington, New Zealand, 2006.
[22]Ou, Y.-C.; Canseco, H. A.; and Kurniawan, D. P., "Anchorage Performance of Headed Deformed Bars in Exterior Beam-Column Joints under Cyclic Loading," KSCE Journal of Civil Engineering, 2017.
[23]Oluokun, F. A., “Prediction of Concrete Tensile Strength from Its Compressive Strength:Evaluation of Existing Relations for Normal Weight Concrete,” ACI Mechanicals Journal, Vol. 88, No. 3, pp. 302-309, 1991.
[24]Park, R., “Evaluation of Ductility of Structures and Structural Assemblages from Laboratory Testing,” Bulletin of the New Zealand National Society for Earthquake Engineering, Vol. 22, No. 3, Sep. 1989.
[25]Parra-Montesinos, G. J., Peterfreund, S. W., Chao, S. H., “Highly Damage-Tolerant Beam-Column Joints Trough Use of High-Performance Fiber-Reinforced Cement Composites,” ACI Structural Journal, Vol. 102, No. 3, May-June, 2005.
[26]Sheikh, S. A., and Uzumeri, S. M. “Strength and Ductility of tied concrete columns,” J. Struct. Div., A.S.C.E., 106 (5), 1079-1102, 1980.
[27]Song, P. S., and Hwang, S., “Mechanical Properties of High-Strength Steel Fiber-Reinforced Concrete,” Construction and Building Materials, Vol. 18, pp.669-673, 2004.
[28]Sugano, S., Kimura, H., and Shirai, K., “Study of New RC Structures Using Ultra-High-Strength Fiber-Reinforced Concrete (UFC)-The Challenge of Applying 200 MPa UFC to Earthquake Resistant Building Structures,” Journal of advanced concrete technology, 5 (2), pp. 133-147, 2007.
[29]Sugano, S., “Application of High Strength and High Performance Concrete in Seismic Region,” Invited Lecture in the 8th International Symposium on Utilization of High-Strength and High-Performance Concrete, Tokyo, pp.27-29, October, 2008.
[30]Xu, B., Ju, J. W., and Shi, H. S., “Progressive Micromechanical Modeling for Pullout Energy of Hooked-end Steel Fiber in Cement-based Composites,” SAGE. International Journal of Damage Mechanics, 2011.
[31]王又德,「高強度鋼纖維鋼筋混凝土柱軸壓及韌性行為研究」,碩士論文,國立台灣大學土木工程學研究所,台北,2015。[32]內政部營建署,「混凝土結構設計規範」,臺灣,民國100年6月。
[33]李宏仁,「鋼筋混凝土耐震梁柱接頭剪力強度之研究」,博士論文,國立台灣科技大學營建工程學系,2000。[34]李宏仁、黃世建,「鋼筋混凝土結構不連續區域之剪力強度評估─軟化壓拉桿模型簡算法之實例應用」,結構工程,Vol. 17, No. 4, pp. 53-70, December, 2002.[35]林英如,「新型高強度鋼筋混凝土梁柱接頭反復載重試驗之資料庫建置與參數分析」,碩士論文,國立雲林科技大學營建工程系碩士班,2011。[36]郭耀仁,「高強度鋼纖維混凝土的力學性質與圍束效應之研究」,碩士論文,國立台灣大學土木研究所,2012。[37]曾笠維,「以鋼纖維取代橫向箍筋於New RC柱之應用評估」,碩士論文,國立台灣大學土木工程學研究所,台北,2014。[38]趙偉帆,「使用擴頭鋼筋錨定之高強度鋼筋混凝土梁柱接頭在P-δ效應下耐震行為研究」,國立台灣科技大學營建工程系,2016。
[39]蔡仁傑,「鋼筋混凝土開孔牆之側力位移曲線預測」,碩士論文,國立台灣大學土木工程學研究所,台北,2015。[40]蘇韋如,「添加高強度端鉤型鋼纖維於外部梁柱接頭之反復側推行為研究」,碩士論文,國立台灣大學土木工程學研究所,台北,2016。[41]曾鈺軒,「鋼纖維混凝土於外部梁柱接頭剪力強度評估與設計建議」,碩士論文,國立台灣大學土木工程學研究所,台北,2017。