ACI Committee 318, 2019, “Building Code Requirements for Structural Concrete(ACI 318-19) and Commentary(ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 623 pp.

ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete(ACI 318-14) and Commentary(ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 519 pp.

ACI Committee 318, 2008, “Building Code Requirements for Structural Concrete(ACI 318-08) and Commentary(ACI 318R-08),” American Concrete Institute, Farmington Hills, MI, 465 pp.

ACI Committee 318, 1995 “Building Code Requirements for Reinforced Concrete(ACI 318-95) and Commentary(ACI 318R-95),” American Concrete Institute, Farmington Hills, MI, 368 pp.

ACI Committee 374.1, 2005, “Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary(ACI 374.1-05),” American Concrete Institute, Farmington Hills, MI, 9 pp.

ASCE/SEI 41 Committee, 2017, “Seismic Evaluation and Retrofit of Existing Buildings(ASCE 41-17),” American Society of Civil Engineers/ Structural Engineering Institute, Reston, VA, 576 pp.

ASTM Committee E28 and E28.04, 2022 “Standard Test Methods for Tension Testing of Metallic Materials(ASTM E8/E8M-22),” American Society for Testing and Materials, West Conshohocken, PA, 31 pp.
ASTM Committee A01 and A01.13, 2022 “Standard Test Methods and Definitions for Mechanical Testing of Steel Products (A370-22),” American Society for Testing and Materials, West Conshohocken, PA, 51pp.

ANSI/AISC Committee 360, 2010, “Specification for Structural Steel Buildings(AISC 360-10),” American Institute of Steel Construction, Chicago, IL, 553 pp.

ANSI/AISC Committee 360, 2022, “Specification for Structural Steel Buildings(AISC 360-22),” American Institute of Steel Construction, Chicago, IL, 709 pp.

Bearman, C.F., 2012 “Post-Earthquake Assessment of Reinforced Concrete Frames,” Master Thesis, Department of Civil and Environmental Engineering, University of Washington, Seattle, WA, U.S., 324 pp.

Elwood, K. J. and Moehle, J. P., 2005, “Drift Capacity of Reinforced Concrete Columns with
Light Transverse Reinforcement,” Earthquake Spectra, EERI, V. 21, No.1, Feb., pp. 71-89.

Elwood, K.J., Maffei, J., Riederer, K.A. and Telleen, K., 2009, “Improving Column Confinement; Part 1: Assessment of design provisions,” Concrete International, V. 31, No. 11, Nov., pp. 32-39.

Elwood, K.J., Maffei, J., Riederer, K.A. and Telleen, K., 2009, “Improving Column Confinement; Part 2: Proposed new provisions for the ACI 318 Building Code,” Concrete international, V. 31, No. 12, Dec., pp. 41-48.

Elwood, K.J. and Eberhard, M.O., 2009, “Effective Stiffness of Reinforced Concrete Columns,” ACI Structural Journal, V. 106, No. 4, Jul.-Aug., pp. 476-484.

Elremaily, A. and Azizinamini, A., 2002, “Behavior and Strength of Circular Concrete-Filled Tube Columns,” Journal of Constructional Steel Research, V. 58, No. 12, Jan., pp.1567-1591.
Fam, A., Qie, F.S. and Rizkalla, S., 2004, “Concrete-Filled Steel Tubes Subjected to Axial Compression and Lateral Cyclic Loads,” Journal of Structural Engineering, V.130, No. 4, Apr., pp.631-640.

Fafitis, A. and Shah, S.P., 1985, “Predictions of Ultimate Behavior of Confined Columns Subjected to Large Deformations,” ACI Structure Journal, V. 82, No.4, Jul.-Aug., pp.423-433.

Fujimoto, T., Mukai, A. and Nishiyama, I., 1997, “Axial Compression Behavior of Concrete Filled Steel Tubular Stub Columns Using High Strength Materials,” J. Struct. Constr. Eng., AIJ, No.498, Aug., pp.161-168.

Ghee, A.B., 1981, “Ductility of Reinforced Concrete Bridge Piers under Seismic Loading,” Master Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, Cant., NZ, Feb., 109 pp.

Ghee, A.B., Priestley, M.N. and Paulay, T., 1989, “Seismic Shear Strength of Circular Reinforced Concrete Columns,” ACI Structure Journal, V. 86, No 1., Jan., pp.45-59.

Henkhaus, K., Pujol, S. and Ramirez, J., 2013, “Axial Failure of Reinforced Concrete Columns Damaged by Shear Reversals,” Journal of structural engineering, ASCE, V. 139, No.7, Jul., pp.1172-1180.

Johansson, M. and Gylltoft, K., 2002, “Mechanical Behavior of Circular Steel–Concrete Composite Stub Columns,” Journal of structural engineering, ASCE, V.128, No.8, Aug., pp.1073-1081.

Lai, Z. and Varma, A.H., 2015, “Noncompact and slender circular CFT members: Experimental database, analysis, and design,” Journal of Constructional Steel Research, V.106, Jan., pp.220-233.

Lehman, D., Moehle, J., Mahin, S., Calderone, A. and Henry, L., 2004, “Experimental Evaluation of the Seismic Performance of Reinforced Concrete Bridge Columns,” Journal of Structural Engineering, ASCE, V.130, No.6, Jun., pp.869-879.

Lynn, A.C., Moehle, J.P., Mahin, S.A. and Holmes, W.T., 1996, “Seismic evaluation of existing reinforced concrete building columns,” Earthquake Spectra, EERI, V.12, No.4, Nov., pp.715-739.

Leon, R. T., Kim, D. J., and Hajjar, J. F. (2007). “ Limit State Response of Composite Columns and Beam Columns: Part I. Formulation of Design Provisions for the 2005 AISC Specification,” Engineering Journal, AISC, V. 44, No. 4, Fourth Quarter, pp. 341-358.

Li, Y. A., Weng P. W., and Hwang S. J., 2019,“Seismic Performance of Reinforced Concrete Intermediate Short Columns Failed in Shear,”ACI Structural Journal, V. 116, No. 3, May, pp. 195-206

Moon, J., Lehman, D.E., Roeder, C.W. and Lee, H.E., 2013, “Strength of Circular Concrete-Filled Tubes with and without Internal Reinforcement under Combined Loading,” Journal of Structural Engineering, ASCE, V. 139, No. 12：04013012, Dec., pp. 1-12.

Moehle, J.P., Elwood, K.J. and Sezen, H., 2002 “Gravity Load Collapse of Building Frames During Earthquakes,” ACI Symposium Paper, V. 197, Apr., pp.215-238.

Matsui, C., 1998, “Structural Performance and Axial Load Limit of Concrete Filed Steel Square Tubular Columns,” J. Struct. Constr. Eng., AIJ, No. 504, Feb., pp.103-110.

Marson, J. and Bruneau, M., 2004, “Cyclic Testing of Concrete-Filled Circular Steel Bridge Piers having Encased Fixed-Based Detail,” Journal of Bridge Engineering, V.9, No. 1, Feb., pp.14-23.

Matchulat, L., 2009, “Mitigation of collapse risk in vulnerable concrete buildings,” Master Thesis, University of Kansas, Lawrence, KS, U.S., Jan., 111 pp.

Ou, Y. C,；Kurniawan D.P., 2015,“Effect of Axial Compression on Shear Behavior of High-
Strength Reinforced Concrete Columns,” ACI Structural Journal, V. 112, No. 2, March-April, pp. 209-219.

Pontangaroa, R.T., Priestley, M.J.N., and Park, R., 1981, “Ductility of Spirally Reinforced Concrete Columns Under Seismic Loading, ” Journal of Structural Engineering, ASCE, V.107, No.1, Jan., pp.181-202.

Priestley, M.J.N. and Park, R., 1987, “Strength and Ductility of Concrete Bridge Columns
Under Seismic Loading,” ACI Structural Journal, V. 84, No. 1, Jan-Feb, pp. 61-76.

Paultre, P. and Légeron, F., 2008, “Confinement Reinforcement Design for Reinforced Concrete Columns,” Journal of Structural Engineering, V.134, No.5, May, pp.738-749.

Riederer, K.A., 2006 “Assessment of Confinement Models for Reinforced Concrete Columns Subjected to Seismic Loading,” Master Thesis, Department of Civil Engineering, University of British Columbia, BC, CA., Dec., 211 pp.

Roeder, C.W., Lehman, D.E. and Bishop, E., 2010, “Strength and Stiffness of Circular Concrete-Filled Tubes, ” Journal of Structural Engineering, ASCE, V.136, No.12, Dec., pp.1545-1553.

Sakai, K., and Sheikh, S. A., 1989, “What Do We Know about Confinement in Reinforced
Columns? (A Critical Review of Previous Work and Code Provisions),” ACI Structural Journal, V. 86, No. 2, Mar.-Apr., pp. 192-207.

Soesianawati, M.T., 1986, “Limited Ductility Design of Reinforced Concrete Columns,” Master Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, Cant., NZ, 208 pp.

Sakino, K., Nakahara, H., Morino, S. and Nishiyama, I., 2004, “Behavior of Centrally Loaded Concrete-Filled Steel-Tube Short Columns,” Journal of Structural Engineering, ASCE, V.130, No. 2, Feb., pp.180-188.

Sun, Y. and Sakino, K., 1997, “Earthquake-Resisting Performance of R/C Columns Confined by Square Steel Tubes: Part 1 Columns under high axial load” J. Struct. Constr. Eng., AIJ, No.501, Nov., pp.93-101.

Shah, S.P. and Chandra, S., 1968, “Critical Stress, Volume Change, and Microcracking of Concrete,” ACI Journal Proceedings, V. 65, No. 9, Sep., pp. 770-780.

Sugano, S.; and Nagashima, T., 1992, “Seismic Behavior of Concrete Filled Tubular Steel Columns,” Tenth Structural Congress, Proceedings, ASCE, Apr., pp. 914-917.

Sezen, H. and Moehle, J.P., 2006, “Seismic Tests of Concrete Columns with Light Transverse Reinforcement,” ACI Structural Journal, V. 103, No. 6, Dec., pp. 842-849.

Sezen, H., 2002, “Seismic Behavior and Modeling of Reinforced Concrete Building Columns,” Doctoral Dissertion, University of California, Berkeley, CA, U.S., Fall, 333 pp.

Tomii, M., Sakino, K., Xiao, Y. and Watanabe, K., 1985, “Earthquake Resisting Hysteretic Behavior of Reinforced Concrete Short Columns Confined by Steel Tube,” In Proceedings of the International Speciality Conference on Concrete Filled Steel Tubular Structures, Harbin, China, Aug., pp. 119-125.

Vu, N.H.D., Priestly, M.J., Seible, F. and Benzoni, G., 1999, “The Seismic Response of Well-Confined Circular Reinforced Concrete Columns with Low Aspect Ratios,” No. SSRP-97/15, Structural Systems Research Project, University of California, San Diego, CA., Jan.

Varma, A.H., Ricles, J.M., Sause, R. and Lu, L.W., 2002, “Seismic Behavior and Modeling of High-Strength Composite Concrete-Filled Steel Tube (CFT) Beam–Columns,” Journal of Constructional Steel Research, V. 58, Oct., pp.725-758.

Watson, S., and Park, R., Fellow, 1994, “Sumulated Seismic Load Tests on Reinforced Concrete Columns,” Journal of Structural Engineering, ASCE, V. 120, No. 6, Jun., pp. 1825-1849.

Wong, Y.L.; Paulay, T.; and Priestley, M.J.N., 1993, “Response of Circular Reinforced Concrete Columns to Multi-Directional Seismic Attack,” ACI Structural Journal, V. 90, No. 2, pp. 180-191.

Woods, C. (2010). “Displacement Demand Effects in Vulnerable Reinforced Concrete Columns.” Master Thesis, University of Kansas, Lawrence, KS, U.S., 116 pp.

Zahn, F.A.; Park, R.; and Priestley, M.J.N., “Design of Reinforced Concrete Bridge Columns
for Strength and Ductility,” Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, Nov., 1985, 330 pp.

翁樸文，2007年，「鋼筋混凝土短柱受剪破壞之耐震行為曲線研究」，碩士論文，國立台灣科技大學營建工程系，台北，242 頁。

張豐展，2010年，「高強度鋼筋混凝土柱圍束效應研究」，碩士論文，國立台灣大學土木工程學系，台北，256 頁。

李翼安，沈文成，黃世建，2014年，「鋼筋混凝土柱耐震圍束作用之測試」，中國土木水利工程學刊，第四十一卷，第三期，第68-73頁。

吳峻維，2020年，「RC建築於非彈性分析之柱構件耐震圍束設計研究」，碩士論文，國立台灣科技大學營建工程系，台北，281 頁。

黃冠傑，2013年，「鋼筋混凝土柱耐震圍束之研究」，碩士論文，國立台灣大學土木工程學系，台北，269 頁。

廖苑儀，2014年，「普通強度鋼筋混凝土柱耐震圍束之研究」，碩士論文，國立台灣大學土木工程學系，台北，311 頁。

林晉德，2021年，「主筋內縮鋼管圍束鋼筋混凝土柱往復載重行為研究」，碩士論文，國立台灣科技大學營建工程系，台北，162 頁。

陸景文，詹穎雯，陳振川，2004年，「台灣混凝土潛變收縮資料庫建置及特質分析」，結構工程期刊，第三十三卷，第一期，第103-116頁。

廖文正，林致淳，詹穎雯，2016年，「台灣混凝土彈性模數建議公式研究」，結構工程期刊，第三十一卷，第三期，第5-31頁。