¶ 建築物混凝土結構設計規範｜112年版・含113年勘誤｜解說之參考文獻（2／3）
發布機關：內政部
版本：112年8月10日台內營字第1120809921號令修正發布，113年1月1日生效；113年2月19日內授國建管字第1130800784號函勘誤。
文件性質：設計規範及解說（含113年勘誤）
官方來源：內政部主管法規共用系統 ｜ 國土管理署發布頁
查核日期：2026年8月28日。
版本：112年8月10日台內營字第1120809921號令修正發布，113年1月1日生效；113年2月19日內授國建管字第1130800784號函勘誤。
文件性質：設計規範及解說（含113年勘誤）
官方來源：內政部主管法規共用系統 ｜ 國土管理署發布頁
查核日期：2026年8月28日。
頁內索引：原檔第564頁 ｜ 原檔第565頁 ｜ 原檔第566頁 ｜ 原檔第567頁 ｜ 原檔第568頁 ｜ 原檔第569頁 ｜ 原檔第570頁 ｜ 原檔第571頁 ｜ 原檔第572頁 ｜ 原檔第573頁 ｜ 原檔第574頁 ｜ 原檔第575頁 ｜ 原檔第576頁
¶ 原檔第564頁
原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 FHWA/ NC/82-002, Department of Civil Engineering, North Carolina State University, Raleigh, NC, Aug., 176 pp. doi: 10.14359/16632 Joint ACI-ASCE Committee 326, 1962, “Shear and Diagonal Tension,” ACI Journal Proceedings, Vol. 59, No. 1, Jan. 1962, pp. 1−30, No. 2, Feb. 1962, pp. 277−334, and No. 3, Mar., pp. 352−396. doi: 10.14359/18461 Joint ACI-ASCE Committee 423, 1958, “Tentative Recommendations for Prestressed Concrete,” ACI Journal Proceedings, Vol. 54, No. 7, Jan., pp. 545−578. doi: 10.14359/11455 Joint ACI-ASCE Committee 423, 1974, “Tentative Recommendations for Prestressed Concrete Flat Plates,” ACI Journal Proceedings, Vol. 71, No. 2, Feb., pp. 67−71. doi: 10.14359/7344 Joint ACI-ASCE Committee 426, 1973, “Shear Strength of Reinforced Concrete Members (ACI 426R-74),” Proceedings, ASCE, Vol. 99, No. ST6, June, pp. 1148−1157. Joint ACI-ASCE Committee 426, 1974, “The Shear Strength of Reinforced Concrete Members—Slabs,” Proceedings, ASCE, Vol. 100, No. ST8, Aug., pp. 1543−1591. Joint PCI/WRI Ad Hoc Committee on Welded Wire Fabric for Shear Reinforcement, 1980, “Welded Wire Fabric for Shear Reinforcement,” PCI Journal, Vol. 25, No. 4, July- Aug., pp. 32−36. doi: 10.14359/16661 Kaar, P. H., 1966, “High Strength Bars as Concrete Reinforcement, Part 8: Similitude in Flexural Cracking of T-Beam Flanges,” Journal, PCA Research and Development Laboratories, Vol. 8, No. 2, May, pp. 2−12. doi: 10.14359/51685141 Kaar, P. H.; Hanson, N. W.; and Capell, H. T., 1978,“Stress-Strain Characteristics of High Strength Concrete,” Douglas McHenry International Symposium on Concrete and Concrete Structures, SP-55, American Concrete Institute, Farmington Hills, MI, pp. 161-185. doi: 10.14359/6613 Kaar, P. H., Kriz, L. B., and Hognestad, E., 1960, “Precast-Prestressed Concrete Bridges: (1) Pilot Tests of Continuous Girders,” Journal, PCA Research and Development Laboratories, Vol. 2, No. 2, May, pp. 21−37. doi: 10.14359/51685340 Kaar, P. H., La Fraugh, R. W., and Mass, M. A., 1963, “Influence of Concrete Strength on Strand Transfer Length,” PCI Journal, Vol. 8, No. 5, Oct., pp. 47−67. doi: 10.15554/pcij.1001963.47.67 Kaar, P., and Magura, D., 1965, “Effect of Strand Blanketing on Performance of Pretensioned Girders,” PCI Journal, Vol. 10, No. 6, Dec., pp. 20−34. doi: 10.15554/pcij.12011965.20.34 Kahn, L. F., and Mitchell, A. D., 2002, “Shear Friction Tests with High-Strength Concrete,” ACI Structural Journal, Vol. 99, No. 1, Jan.-Feb., pp. 98−103. doi: 10.14359/11040 Kang, T. H.-K.; Kim, W.; and Shin, M., 2012, “Cyclic Testing for Seismic Design Guide of Beam-Column Joints with Closely Spaced Headed Bars,” Journal of Earthquake Engineering, V. 16, No. 2, Feb., pp. 211−230. doi: 10.1080/13632469.2011.610497 Kang, T. H.-K.; LaFave, J. M.; Robertson, I. N.; and Hawkins, N. M., 2007, “Post-Tensioned Slab-Column Connections—Drift Capacity at Punching of Connections Subjected to Lateral Loading,” Concrete International, V. 29, No. 4, Apr., pp. 61-68. doi: 10.14359/18659 Kang, T. H.-K., Shin, M., Mitra, N., and Bonacci, J. F., 2009, “Seismic Design of Reinforced Concrete Beam-Column Joints with Headed Bars,” ACI Structural Journal, Vol. 106, No. 6, Nov.-Dec., pp. 868−877. doi: 10.14359/51663188 Kang, T. H.-K., and Wallace, J. W., 2006, “Punching of Reinforced and Post-Tensioned Concrete Slab-Column Connections,” ACI Structural Journal, V. 103, No. 4, July-Aug., pp. 531-540. doi: 10.14359/16429 Karr, P. H., Hanson, N. W., and Capell, H. T., 1978, “Stress-Strain Characteristics of High Strength Concrete,” R-22
¶ 原檔第565頁
原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 Douglas McHenry International Symposium on Concrete and Concrete Structures, SP-55, American Concrete Institute, Farmington Hills, MI, pp. 161−185. Kemp, E. L., Brezny, F. S., and Unterspan, J. A., 1968, “Effect of Rust and Scale on the Bond Characteristics of Deformed Reinforcing Bars,” ACI Journal Proceedings, Vol. 65, No. 9, Sept., pp. 743−756. doi: 10.14359/7509 Khalifa, J. U., and Collins, M. P., 1981, “Circular Reinforced Concrete Members Subjected to Shear,” Publications No. 81-08, Department of Civil Engineering, University of Toronto, Toronto, ON, Canada, Dec., 117 pp. doi: 10.14359/16572 Khuntia, M., and Ghosh, S. K., 2004a, “Flexural Stiffness of Reinforced Concrete Columns and Beams: Analytical Approach,” ACI Structural Journal, Vol. 101, No. 3, May- June, pp. 351−363. doi: 10.14359/13095 Khuntia, M., and Ghosh, S. K., 2004b, “Flexural Stiffness of Reinforced Concrete Columns and Beams: Experimental Verification,” ACI Structural Journal, Vol. 101, No. 3, May-June, pp. 364−374. doi: 10.14359/13096 Kim, S., and Wallace, J., 2017, “Shear Design of Structural Walls for Tall Reinforced Concrete Core Wall Buildings,” 16th World Conference on Earthquake Engineering, Santiago, Chile, 10 pp. Klein, G. J., 1986, “Design of Spandrel Beams,” PCI Specially Funded Research Project No. 5, Precast/Prestressed Concrete Institute, Chicago, IL. 104 pp. doi: 10.14359/51685218 Klein, G. J., 2008, “Curved-Bar Nodes: A Detailing Tool for Strut-and-Tie Models,” Concrete International, V. 30, No. 9, Sept., pp. 42-47. doi: 14359/19949 Klein, G. J., and Lindenberg, R. J., 2009, “Volume Change Response of Precast Concrete Buildings,” PCI Journal, Vol. 54, No. 4, Fall, pp. 112−131. doi: 10.15554/pcij.09012009.112.131 Klemencic, R.; McFarlane, I. S.; Hawkins, N. M.; and Nikolau, S., 2012, “Seismic Design of Reinforcing Concrete Mat Foundations: A Guide for Practicing Engineers,” NEHRP Seismic Design Technical Brief No. 7, National Institute of Standards and Technology, Gaithersburg, MD, pp. 11-12. Klingner, R., Mendonca, J., and Malik, J., 1982, “Effect of Reinforcing Details on the Shear Resistance of Anchor Bolts under Reversed Cyclic Loading,” ACI Journal Proceedings, Vol. 79, No. 1, Jan.-Feb., pp. 3−12. doi: 14359/10455 Kosmatka, S. H., and Wilson, M. L., 2016, Design and Control of Concrete Mixtures, EB001, 16th edition, Portland Cement Association, Skokie, IL, 632 pp. Kramrisch, F., and Rogers, P., 1961, “Simplified Design of Combined Footings,” Journal of the Soil Mechnics and Foundations Divison, V. 87, No. SM5, Oct., pp. 19-44. Kriz, L. B., and Raths, C. H., 1965, “Connections in Precast Concrete Structures—Strength of Corbels,” PCI Journal, Vol. 10, No. 1, Feb., pp. 16−61. doi: 10.15554/pcij.02011965.16.61 Kuchma, D.; Wei, S.; Sanders, D.; Belarbi, A.; and Novak, L., 2019, “The Development of the One-Way Shear Design Provisions of ACI 318-19,” ACI Structural Journal, V. 116 No. 4, July, pp.285−295. doi: 14359/51716739 Kuhn, D., and Shaikh, F., 1996, “Slip-Pullout Strength of Hooked Anchors,” Research Report, University of Wisconsin-Milwaukee, submitted to the National Codes and Standards Council, 55 pp. doi: 14359/51685520 Kurose, Y., Nagami, K., and Saito, Y., 1991, “Beam-Column Joints in Precast Concrete Construction in Japan,”Design of Beam-Column Joints for Seismic Resistance, SP-123, J. O. Jirsa, ed., American Concrete R-23
¶ 原檔第566頁
原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 Institute, Farmington Hills, MI, pp. 493−514. doi: 14359/2907 Kwon, K., and Ghannoum, W. M., 2016, “Assessment of International Standard Provisions on Stiffness of Reinforced Concrete Moment Frame and Shear Wall Buildings,” Engineering Structures, V. 128, pp. 149-160. doi: 10.1016/j.engstruc.2016.09.025 LaGue, D. J., 1971, “Load Distribution Tests on Precast Prestressed Hollow-Core Slab Construction,” PCI Journal, V. 16, No. 6, Nov.-Dec., pp. 10-18. doi: 15554/pcij.11011971.10.18 Lai, S. M. A., and MacGregor, J. G., 1983, “Geometric Nonlinearities in Unbraced Multistory Frames,” Journal of Structural Engineering, ASCE, Vol. 109, No. 11, Nov., pp. 2528−2545. doi: 10.1061/(ASCE)0733-9445(1983)109: 11(2528) LATBSDC, 2017, “An Alternative Procedure For Seismic Analysis and Design of Tall Buildings Located in the Los Angeles Region,” Los Angeles Tall Buildings Structural Design Council, 72 pp. Laughery, L., and Pujol, S., 2015, “Compressive Strength of Unreinforced Struts,” ACI Structural Journal, V. 112, No. 5, pp. 617-624. doi: 14359/51687711 Lee, H.-J.; and Chang, C.-J., 2017, "High-strength reinforcement in exterior beam-column joints under cyclic loading," ACI Structural Journal, Vol. 114, No. 5, Sept.-Oct., pp. 1325-1338. Lee, H. J.; and Yu, S. Y., 2009, “Cyclic Response of Exterior Beam-Column Joints with Different Anchorage Methods,” ACI Structural Journal, Vol. 106, No. 3, May-June, pp. 329-339. Lee, N. H., Kim, K. S., Bang, C. J., and Park, K. R., 2007, “Tensile-Headed Anchors with Large Diameter and Deep Embedment in Concrete,” ACI Structural Journal, Vol. 104, No. 4, July-Aug., pp. 479−486. doi: 14359/18778 Lee, N. H., Park, K. R., and Suh, Y. P., 2010, “Shear Behavior of Headed Anchors with Large Diameters and Deep Embedments,” ACI Structural Journal, V. 107, No. 2, Mar.-Apr., pp. 146−156. doi: 14359/51663530 Lenz, K. A., 1992, “Concrete Materials Investigation for Gardiner Dam: Final Report,” Canada Department of Agriculture, Prairie Farm Rehabilitation Administration Development Service, Geotechnical Division, Saskatoon, SK, Canada, Mar., 56 pp. Leon, R. T., 1989, “Interior Joints with Variable Anchorage Lengths,” Journal of Structural Engineering, ASCE, V. 115, No. 9, Sept., pp. 2261−2275. doi: 10.1061/(ASCE)0733-9445(1989)115:9(2261) Leonhardt, F., and Walther, R., 1964, “The Stuttgart Shear Tests,” C&CA Translation, No. 111, Cement and Concrete Association, London, UK, 134 pp. doi: 14359/19344 Lepage, A., 1998, “Nonlinear Drift of Multistory RC Structures during Earthquakes,” Sixth National Conference on Earthquake Engineering, Seattle, WA. Leslie, K. E., Rajagopalan, K. S., and Everard, N. J., 1976, “Flexural Behavior of High-Strength Concrete Beams,” ACI Journal Proceedings, Vol. 73, No. 9, Sept., pp. 517−521. doi: 14359/11093 Li, S., and Roy, D. M., 1986, “Investigation of Relations between Porosity, Pore Structure and CL Diffusion of Fly Ash and Blended Cement Pastes,” Cement and Concrete Research, Vol. 16, No. 5, Sept., pp. 749−759. doi:10.1016/0008-8846(86)90049-9 Lin, C. M.; Restrepo, J. I.; and Park, R., 2000, “Seismic Behaviour and Design of Reinforced Concrete Interior Beam Column Joints,” Research Report 2000-1, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 471 pp. http://hdl.handle.net/10092/15092. Lin, T. Y., and Thornton, K., 1972, “Secondary Moment and Moment Redistribution in Continuous Prestressed Beams,” PCI Journal, Vol. 17, No. 1, Jan.-Feb., pp. 8−20 and comments by A. H. Mattock and author’s closure, PCI Journal, Vol. 17, No. 4, July-Aug., pp. 86−88. doi: 14359/19321 R-24
¶ 原檔第567頁
原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 Lloyd, J. P., 1971, “Splice Requirements for One-Way Slabs Reinforced with Smooth Welded Wire Fabric,” Publication No. R(S)4, Civil Engineering, Oklahoma State University, Stillwater, OK, June, 37 pp. doi: 14359/19630 Lloyd, J. P., and Kesler, C. E., 1969, “Behavior of One-Way Slabs Reinforced with Deformed Wire and Deformed Wire Fabric,” T&AM Report No. 323, University of Illinois, Urbana, IL, 129 pp. doi: 14359/16663 Logan, D. R., 1997, “Acceptance Criteria for Bond Quality of Strand for Pretensioned Prestressed Concrete Applications,” PCI Journal, Vol. 42, No. 2, Mar.-Apr., pp. 52−90. doi: 15554/pcij.03011997.52.90 Lotze, D., Klingner, R. E., and Graves, H. L. III, 2001, “Static Behavior of Anchors under Combinations of Tension and Shear Loading,” ACI Structural Journal, Vol. 98, No. 4, July-Aug., pp. 525−536. doi: 14359/10295 Lu, Y.; Henry, R. S.; Gultom, R.; and Ma, Q. T., 2017,”Cyclic Testing of Reinforced Concrete Walls with Distributed Minimum Vertical Reinforcement,” Journal of Structural Engineering, V. 143, No. 5, p. 04016225 doi: 1061(ASCE)ST.1943-541X.0001723 Lubell, A. S.; Bentz, E. C.; and Collins, M. P., 2009, “Shear Reinforcement Spacing in Wide Members,” ACI Structural Journal, V. 106, No. 2, Mar.-Apr., pp. 205-214. doi: 10.14359/56359 Lubell, A. S., Sherwood, E. G., Bentz, E. C., and Collins, M. P., 2004, “Safe Shear Design of Large Wide Beams,” Concrete International, Vol. 26, No. 1, Jan., pp. 66−78. doi: 10.14359/19136 Lucier, G., Walter, C., Rizkalla, S., Zia, P., and Klein, G., 2011a, “Development of a Rational Design Methodology for Precast Slender Spandrel Beams, Part 1: Experimental Results,” PCI Journal, Vol. 56, No. 2, Spring, pp. 88−112. doi: 10.15554/pcij.03012011.88.112 Lucier, G., Walter, C., Rizkalla, S., Zia, P., and Klein, G., 2011b, “Development of a Rational Design Methodology for Precast Slender Spandrel Beams, Part 2: Analysis and Design Guidelines,” PCI Journal, Vol. 56, No. 4, Fall, pp. 106−133. doi: 10.15554/pcij.09012011.106.133 Lutz, L., 1995, discussion to “Concrete Capacity Design (CCD) Approach for Fastening to Concrete,” ACI Structural Journal, Nov.-Dec., pp. 791−792. Also, authors’ closure, pp. 798−799. doi: 10.14359/5165518 MacGregor, J. G., 1976, “Safety and Limit States Design for Reinforced Concrete,” Canadian Journal of Civil Engineering, Vol. 3, No. 4, Dec., pp. 484−513. doi: 10.1139/l76-055 MacGregor, J. G., 1993, “Design of Slender Concrete Columns—Revisited,” ACI Structural Journal, Vol. 90, No. 3, May-June, pp. 302−309. doi: 10.14359/4237 MacGregor, J. G., 1997, Reinforced Concrete: Mechanics and Design, third edition, Prentice Hall, Englewood Cliffs, NJ, 939 pp. MacGregor, J. G., and Ghoneim, M. G., 1995, “Design for Torsion,” ACI Structural Journal, Vol. 92, No. 2, Mar.- Apr., pp. 211−218. doi: 10.14359/1152 MacGregor, J. G., and Hage, S. E., 1977, “Stability Analysis and Design of Concrete Frames,” Proceedings, ASCE, Vol. 103, No. ST10, Oct., pp. 1953−1970. doi: 10.14359/51685164 MacGregor, J. G., and Hanson, J. M., 1969, “Proposed Changes in Shear Provisions for Reinforced and Prestressed Concrete Beams,” ACI Journal Proceedings, Vol. 66, No. 4, Apr., pp. 276−288. doi: 10.14359/7360 MacGregor, J. G., Breen, J. E., and Pfrang, E. O., 1970, “Design of Slender Concrete Columns,” ACI Journal Proceedings, Vol. 67, No. 1, Jan., pp. 6−28. doi: 10.14359/7254 Malhotra, V. M., 1976, Testing Hardened Concrete: Nondestructive Methods, ACI Monograph No. 9, American R-25
¶ 原檔第568頁
原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 Concrete Institute/Iowa State University Press, Farmington Hills, MI, 188 pp. Malhotra, V. M., 1977, “Contract Strength Requirements— Cores Versus In Situ Evaluation,” ACI Journal Proceedings, Vol. 74, No. 4, Apr., pp. 163−172. doi: 10.14359/10998 Mansour, M., and Hsu, T., 2005, “Behavior of Reinforced Concrete Elements under Cyclic Shear. II: Theoretical Model,” Journal of Structural Engineering, V. 131, No. 11, pp. 54-65. doi: 10.1061/(ASCE)0733-9445(2005)131:1(54) Marti, P., 1985, “Basic Tools of Reinforced Concrete Beam Design,” ACI Journal Proceedings, Vol. 82, No. 1, Jan.- Feb., pp. 46−56. doi: 10.14359/10314 Martin, L., and Korkosz, W., 1995, “Strength of Prestressed Members at Sections Where Strands Are Not Fully Developed,” PCI Journal, Vol. 40, No. 5, Sept.-Oct., pp. 58−66. doi: 10.15554/pcij.09011995.58.66 Mast, R. F., 1968, “Auxiliary Reinforcement in Concrete Connections,” Proceedings, ASCE, Vol. 94, No. ST6, June, pp. 1485−1504. doi: 10.14359/16710 Mast, R. F., 1992, “Unified Design Provision for Reinforced and Prestressed Concrete Flexural and Compression Members,” ACI Structural Journal, Vol. 89, No. 2, Mar.- Apr., pp. 185−199. doi: 10.14359/3209 Mast, R. F., 1998, “Analysis of Cracked Prestressed Concrete Sections: A Practical Approach,” PCI Journal, Vol. 43, No. 4, July-Aug., pp. 80−91. doi: 10.15554/pcij.07011998.80.91 Mast, R. F., 2001, “Vibration of Precast Prestressed Concrete Floors,” PCI Journal, V. 46, No. 6, pp. 76-86. doi: 10.15554/pcij.11012001.76.86 Mathey, R. G., and Clifton, J. R., 1976, “Bond of Coated Reinforcing Bars in Concrete,” Journal of the Structural Division, ASCE, Vol. 102, Jan., pp. 215−228. doi: 10.14359/16871 Mattock, A. H., 1959, “Redistribution of Design Bending Moments in Reinforced Concrete Continuous Beams,” Proceedings, Institution of Civil Engineers, London, UK, Vol. 13, No. 1, pp. 35−46. doi: 10.1680/iicep.1959.12087 Mattock, A. H., 1974, “Shear Transfer in Concrete Having Reinforcement at an Angle to the Shear Plane,” Shear in Reinforced Concrete, SP-42, American Concrete Institute, Farmington Hills, MI, pp. 17−42. doi: 10.14359/18149 Mattock, A. H., 1977, discussion of “Considerations for the Design of Precast Concrete Bearing Wall Buildings to Withstand Abnormal Loads,” by PCI Committee on Precast Concrete Bearing Wall Buildings, PCI Journal, Vol. 22, No. 3, May-June, pp. 105−106. doi: 10.14359/51685223 Mattock, A. H., 2001, “Shear Friction and High-Strength Concrete,” ACI Structural Journal, Vol. 98, No. 1, Jan.-Feb., pp. 50−59. doi: 10.14359/10146 Mattock, A. H., and Hawkins, N. M., 1972, “Shear Transfer in Reinforced Concrete—Recent Research,” PCI Journal, Vol. 17, No. 2, Mar.-Apr., pp. 55−75. doi: 10.15554/pcij.03011972.55.75 Mattock, A. H., and Shen, J. F., 1992, “Joints between Reinforced Concrete Members of Similar Depth,” ACI Structural Journal, V. 89, No. 3, pp. 290-295. doi: 14359/3235 Mattock, A. H., Chen, K. C., and Soongswang, K., 1976a, “The Behavior of Reinforced Concrete Corbels,” PCI Journal, Vol. 21, No. 2, Mar.-Apr., pp. 52−77. doi: 10.15554/pcij.03011976.52.77 Mattock, A. H., Li, W. K., and Want, T. C., 1976b, “Shear Transfer in Lightweight Reinforced Concrete,” PCI Journal, Vol. 21, No. 1, Jan.-Feb., pp. 20−39. doi: 10.15554/pcij.01011976.20.39 Mattock, A. H., Johal, L., and Chow, H. C., 1975, “Shear Transfer in Reinforced Concrete with Moment or R-26
¶ 原檔第569頁
原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 Tension Acting Across the Shear Plane,” PCI Journal, Vol. 20, No. 4, July-Aug., pp. 76−93. doi: 10.15554/pcij.07011975.76.93 Mattock, A. H., Kriz, L. B., and Hognestad, E., 1961, “Rectangular Concrete Stress Distribution in Ultimate Strength Design,” ACI Journal Proceedings, Vol. 57, No. 8, Feb., pp. 875−928. doi: 10.14359/8051 Mattock, A. H., Yamazaki, J., and Kattula, B. T., 1971, “Comparative Study of Prestressed Concrete Beams, with and without Bond,” ACI Journal Proceedings, Vol. 68, No. 2, Feb., pp. 116−125. doi: 10.14359/11298 Megally, S., and Ghali, A., 2002, “Punching Shear Design of Earthquake-Resistant Slab-Column Connections,” ACI Structural Journal, Vol. 97, No. 5, Sept.-Oct., pp. 720−730. doi: 10.14359/8807 Meinheit, D. F., and Jirsa, J. O., 1977, “Shear Strength of Reinforced Concrete Beam-Column Joints,” Report No. 77-1, Department of Civil Engineering, Structures Research Laboratory, University of Texas at Austin, Austin, TX, Jan., 291 pp. doi: 10.14359/51685433 Meinheit, D. F., and Jirsa, J. O., 1981, “Shear Strength of R/C Beam-Column Connections,” Journal of the Structural Division, ASCE, Vol. 107, Nov., pp. 2227−2244. Menn, C., 1986, Prestressed Concrete Bridges, Birkhäuser, Basle, Ed., 535 pp. Mirza, S. A., 1990, “Flexural Stiffness of Rectangular Reinforced Concrete Columns,” ACI Structural Journal, Vol. 87, No. 4, July-Aug., pp. 425−435. doi: 10.14359/3056 Mirza, S. A., Lee, P. M., and Morgan, D. L., 1987, “ACI Stability Resistance Factor for RC Columns,” Journal of Structural Engineering, ASCE, Vol. 113, No. 9, Sept., pp. 1963−1976. doi: 10.1061/(ASCE)0733-9445(1987)113: 9(1963) Moehle, J. P., 1996, “Seismic Design Considerations for Flat Plate Construction,” Mete A. Sozen Symposium: A Tribute from his Students, SP-162, J. K. Wight and M. E. Kreger, eds., American Concrete Institute, Farmington Hills, MI, pp. 1−35. doi: 10.14359/1509 Moehle, J. P., 1988, “Strength of Slab-Column Edge Connections,” ACI Structural Journal, Vol. 85, No. 1, Jan.-Feb., pp. 89−98. doi: 10.14359/2995 Moehle, J. P., 1992, “Displacement-Based Design of RC Structures Subjected to Earthquakes,” Earthquake Spectra, Vol. 8, No. 3, Aug., pp. 403−428. doi: 10.1193/1.1585688 Moehle, J. P., and Cavanagh, T., 1985, “Confinement Effectiveness of Crossties in RC,” Journal of Structural Engineering, V. 111, No. 10, pp. 2015-2120. doi: 10.1061/(ASCE)0733-9445(1985)111:10(2105) Moehle, J. P., Ghodsi, T., Hooper, J. D., Fields, D. C., and Gedhada, R., 2011, “Seismic Design of Cast-in-Place Concrete Special Structural Walls and Coupling Beams: A Guide for Practicing Engineers,” NEHRP Seismic Design Technical Brief No. 6, National Institute of Standards and Technology, Gaithersburg, MD. 41 pp. Moehle, J. P., Hooper, J. D., Kelly, D. J., and Meyer, T. R., 2010, “Seismic Design of Cast-in-Place Concrete Diaphragms, Chords, and Collectors: A Guide for Practicing Engineers,” NEHRP Seismic Design Technical Brief No. 3, National Institute of Standards and Technology, Gaithersburg, MD, NIST GCR 10-917-4, 33 pp. Mitchell, D., and Collins, M. P., 1976, “Detailing for Torsion,” ACI Journal Proceedings, Vol. 73, No. 9, Sept., pp. 506−511. doi: 10.14359/11091 Mitchell, D., and Cook, W. D., 1984, “Preventing Progressive Collapse of Slab Structures,” Journal of Structural Engineering, ASCE, Vol. 110, No. 7, July, pp. 1513−1532. doi:10.1061/(ASCE)0733-9445(1984)110:7(1513) R-27
¶ 原檔第570頁
原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 Mojtahedi, S., and Gamble, W. L., 1978, “Ultimate Steel Stresses in Unbonded Prestressed Concrete,” Proceedings, ASCE, Vol. 104, No. ST7, July, pp. 1159−1165. doi: 10.14359/19419 Mphonde, A. G., and Frantz, G. C., 1984, “Shear Tests of High- and Low-Strength Concrete Beams without Stirrups,” ACI Journal Proceedings, Vol. 81, No. 4, July- Aug., pp. 350−357. doi: 10.14359/10690 Muguruma, H., and Watanabe, F., 1990, “Ductility Improvement of High-Strength Concrete Columns with Lateral Confinement,” Proceedings, Second International Symposium on High-Strength Concrete, SP-121, American Concrete Institute, Farmington Hills, MI, pp. 47−60. doi: 10.14359/2783 Muttoni, A., 2008, “Punching Shear Strength of Reinforced Concrete Slabs without Shear Reinforcement,” ACI Structural Journal, V. 105, No. 4, July-Aug., pp. 440-450. doi: 10.14359/19858 Muttoni, A., Schwartz, J., and Thürlimann, B., 1997, Design of Concrete Structures with Stress Fields, Birkhauser, Boston, MA, 143 pp. Nakaki, S. D., Stanton, J. F., and Sritharan, S., 1995, “An Overview of the PRESSS Five-Story Precast Test Building,” PCI Journal, Vol. 44, No. 2, Apr., pp. 26−39. doi: 10.15554/pcij.03011999.26.39 National Transportation Safety Board (NTSB), 2007, “Ceiling Collapse in the Interstate 90 Connector Tunnel, Boston, Massachusetts, July 10, 2006,” Highway Accident Report NTSB/HAR-07/02, Washington, DC, 120 pp. NEHRP, 1994, “The NEHRP Recommended Provisions for Seismic Regulations for New Buildings,” Building Seismic Safety Council, Washington, DC. Nichols, J. R., 1914, “Statical Limitations upon the Steel Requirement in Reinforced Concrete Flat Slab Floors,” Transactions of the American Society of Civil Engineers, Vol. 77, pp. 1670−1736. Newlon, H. J., and Ozol, A., 1969, “Delayed Expansion of Concrete Delivered by Pumping through Aluminum Pipe Line,” Concrete Case Study No. 20; Virginia Highway Research Council, Charlottesville, VA, Oct., 39 pp. doi: 14359/16493 Nichols, J. R., 1914, “Statical Limitations upon the Steel Requirement in Reinforced Concrete Flat Slab Floors,” Transactions of the American Society of Civil Engineers, V. 77, pp. 1670-1736. Nilsson, I. H. E., and Losberg, A., 1976, “Reinforced Concrete Corners and Joints Subjected to Bending Moment,” Journal of the Structural Division, ASCE, Vol. 102, June, pp. 1229−1254. doi: 14359/51685465 NIST, 2014, “Use of High-Strength Reinforcement in Earthquake-Resistant Concrete Structures,” NIST GCR 14-917-30, National Institute of Standards and Technology, Gaithersburg, MD. NIST, 2017a, “Guidelines for Nonlinear Structural Analysis for Design of Buildings, Part I—General,” NIST GCR 17-917-46v1, prepared by the Applied Technology Council for the National Institute of Standards and Technology, Gaithersburg, MD. NIST, 2017b, “Guidelines for Nonlinear Structural Analysis for Design of Buildings, Part IIb—Concrete Moment Frames,” NIST GCR 17-917-46v3, prepared by the Applied Technology Council for the National Institute of Standards and Technology, Gaithersburg, MD. Odello, R. J., and Mehta, B. M., 1967, “Behavior of a Continuous Prestressed Concrete Slab with Drop Panels,” Report, Division of Structural Engineering and Structural Mechanics, University of California, Berkeley, Berkeley, CA. Oesterle, R. G., 1997, “The Role of Concrete Cover in Crack Control Criteria and Corrosion Protection,” RD Serial No. 2054, Portland Cement Association, Skokie, IL. 63 pp. doi: 14359/19581 Oesterle, R. G., 1997, “The Role of Concrete Cover in Crack Control Criteria and Corrosion Protection,” PCA R&D Serial No. 2054, Portland Cement Association, Skokie, IL, 87 pp. doi: 10.14359/16540 Olesen, S. E., Sozen, M. A., and Siess, C. P., 1967, “Investigation of Prestressed Reinforced Concrete for R-28
¶ 原檔第571頁
原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 Highway Bridges, Part IV: Strength in Shear of Beams with Web Reinforcement,” Bulletin No. 493, Engineering Experiment Station, University of Illinois, Urbana, IL., 115 pp. doi: 10.14359/16580 Olsen, J.; Pregartner, T.; and Lamanna, A. J., 2012, “Basis for Design of Screw Anchors in Concrete,” ACI Structural Journal, V. 109, No. 4, July-Aug., pp. 559-568. doi: 10.14359/51683875 Orakcal, K.; Massone, L. M.; and Wallace, J. W., 2009,“Shear Strength of Lightly Reinforced Wall Piers and Spandrels,” ACI Structural Journal, V. 106, No. 4, July-Aug., pp. 455-465. doi: 10.14359/56611 Orangun, C. O., Jirsa, J. O., and Breen, J. E., 1977, “A Reevaluation of Test Data on Development Length and Splices,” ACI Journal Proceedings, Vol. 74, No. 3, Mar., pp. 114−122. doi: 10.14359/10993 Ospina, C. E., and Alexander, S. D. B., 1998, “Transmission of Interior Concrete Column Loads through Floors,” Journal of Structural Engineering, ASCE, Vol. 124, No. 6, June, pp. 602−610. doi: 10.1061/(ASCE)0733- 9445(1998)124:6(602) Ou, Y. C., Canseco, H. A, and Kurniawan, D. P., 2017, “The Anchorage Performance of Headed Deformed Bars in Exterior Beam-Column Joints Under Cyclic Loading,” KSCE Journal of Civil Engineering, Vol. 21, No.7, Nov., pp. 2837–2849. Ou, Y.C., and Ngo, S.H., 2016a, “Discrete shear strength of two- and seven-circular-hoop and spiral transverse reinforcement.” ACI Structural Journal, V.113, No. 2, pp. 227-238. Ou, Y.C., and Ngo, S.H., 2016b, “Discrete computational shear strength models for five- six- and eleven-circular-hoop and spiral transverse reinforcement.” Advances in Structural Engineering, V. 19, No. 1, pp. 23-37. Ou, Y.C., Ngo, S.H., Roh, H., Yin, S. Y.L., Wang, J.C., and Wang, P.H., 2015, "Seismic performance of concrete columns with innovative seven- and eleven-spiral reinforcement." ACI Structural Journal, V. 112, No. 5, pp. 579-592. Ou, Y.C., Ngo, S.H., Yin, Y.L., Wang, J.C., and Wang, P.H., 2014, "Shear behavior of oblong bridge columns with innovative seven-spiral transverse reinforcement." ACI Structural Journal, V. 111, No. 6, pp. 1339-1350. Ožbolt, J., Eligehausen, R., Periškić, G., and Mayer, U., 2007, “3D FE Analysis of Anchor Bolts with Large Embedments,” Engineering Fracture Mechanics, Vol. 74, No. 1-2, Jan., pp. 168−178. doi: 10.1016/j. engfracmech.2006.01.019 Ozcebe, G., Ersoy, U., and Tankut, T., 1999, “Evaluation of Minimum Shear Reinforcement for Higher Strength Concrete,” ACI Structural Journal, Vol. 96, No. 3, May- June, pp. 361−368. doi: 10.14359/51701132 Ozyildirim, C., and Halstead, W., 1988, “Resistance to Chloride Ion Penetration of Concretes Containing Fly Ash, Silica Fume, or Slag,” Permeability of Concrete, SP-108, American Concrete Institute, Farmington Hills, MI, pp. 35−61. doi: 10.14359/2158 Pacific Earthquake Engineering Center, 2017, “Guidelines for Performance-Based Seismic Design of Tall Buildings,” Report No. 2017/06, University of California, Berkeley, CA. Palmieri, L., Saqan, E., French, C., and Kreger, M., 1996, “Ductile Connections for Precast Concrete Frame Systems,” Mete A. Sozen Symposium: A Tribute from his Students, SP-162, American Concrete Institute, Farmington Hills, MI, pp. 315−335. doi: 10.14359/1515 Pan, A., and Moehle, J. P., 1989, “Lateral Displacement Ductility of Reinforced Concrete Flat Plates,” ACI Structural Journal, Vol. 86, No. 3, May-June, pp. 250−258. doi: 10.14359/2889 Park, R., and Paulay, T., 1975, Reinforced Concrete Structures, Wiley-Interscience, New York, 769 pp. Park, R., and Thompson, K. J., 1977, “Cyclic Load Tests on Prestressed and Partially Prestressed Beam-Column R-29
¶ 原檔第572頁
原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 Joints,” PCI Journal, Vol. 22, No. 3, pp. 84−110. doi: 10.15554/pcij.09011977.84.110 Parra-Montesinos, G. J., 2006, “Shear Strength of Beams with Deformed Steel Fibers,” Concrete International, Vol. 28, No. 11, Nov., pp. 57−66. doi: 10.14359/18323 Paulay, T., and Binney, J. R., 1974, “Diagonally Reinforced Coupling Beams of Shear Walls,” Shear in Reinforced Concrete, SP-42, American Concrete Institute, Farmington Hills, MI, pp. 579−598. doi: 10.14359/17302 Paulay, T., and Priestley, M. J. N., 1992, Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley and Sons, New York, 768 pp. Paulson, C., Graham, S. K., and Rautenberg, J. M., 2013, “Determination of Yield Strength for Nonprestressed Steel Reinforcement,” Charles Pankow Foundation RGA #04-13, WJE No. 2013.4171, Wiss, Janney, Elstner Associates, Inc., Pasadena, CA, Dec. 31, 100 pp. doi: 10.14359/51702081 Paultre, P., and Légeron, F., 2008, “Confinement Reinforcement Design for Reinforced Concrete Columns,” Journal of Structural Engineering, ASCE, Vol. 134, No. 5, pp. 738−749. doi: 10.1061/(ASCE)0733-9445(2008)134: 5(738) Pauw, A., 1960, “Static Modulus of Elasticity of Concrete as Affected by Density,” ACI Journal Proceedings, Vol. 57, No. 6, Dec., pp. 679−687. doi: 10.14359/17302 PCI, 1993, “Recommended Practice for Design, Manufacture, and Installation of Prestressed Concrete Piling,” PCI Journal, Vol. 38, No. 2, Mar.-Apr., pp. 14−41. doi: 10.14359/19099 PCI Building Code Committee, 1986, “Proposed Design Requirements for Precast Concrete,” PCI Journal, Vol. 31, No. 6, Nov.-Dec., pp. 32−47. PCI Committee on Precast Concrete Bearing Wall Buildings, 1976, “Considerations for the Design of Precast Concrete Bearing Wall Buildings to Withstand Abnormal Loads,” PCI Journal, Vol. 21, No. 2, Mar.-Apr., pp. 18−51. PCI Committee on Prestress Losses, 1975, “Recommendations for Estimating Prestress Losses,” PCI Journal, Vol. 20, No. 4, July-Aug., pp. 43−75. Peiris, C., and Ghali, A., 2012, “Flexural Reinforcement Essential for Punching Shear Resistance of Slabs,” Recent Developments in Reinforced Slab Analysis, Design and Serviceability, SP-287, American Concrete Institute, Farmington Hills, MI, May, pp. 1-16. doi: 10.14359/51683860 Perez, F. J., Pessiki, S., Sause, R., and Lu, L.-W., 2003, “Lateral Load Tests of Unbonded Post-Tensioned Precast Concrete Walls,” Large Scale Structural Testing, SP-211, American Concrete Institute, Farmington Hills, MI, pp. 161−182. doi: 10.14359/12589 Pessiki, S., Graybeal, B., and Mudlock, M., 2001, “Proposed Design of High-Strength Spiral Reinforcement in Compression Members,” ACI Structural Journal, Vol. 98, No. 6, Nov.-Dec., pp. 799−810. doi: 10.14359/10747 Pfeifer, D. W., and Nelson, T. A., 1983, “Tests to Determine the Lateral Distribution of Vertical Loads in a Long-Span Hollow-Core Floor Assembly,” PCI Journal, V. 28, No. 6, Nov.-Dec., pp. 42-57. doi: 10.15554/pcij.11011983.42.57 Pfister, J. F., 1964, “Influence of Ties on the Behavior of Reinforced Concrete Columns,” ACI Journal Proceedings, Vol. 61, No. 5, May, pp. 521−537. doi: 10.14359/7795 Pfister, J. F., and Mattock, A. H., 1963, “High Strength Bars as Concrete Reinforcement, Part 5: Lapped Splices in Concentrically Loaded Columns,” Journal, PCA Research and Development Laboratories, Vol. 5, No. 2, May, pp. 27−40. doi: 10.14359/51685279 R-30
¶ 原檔第573頁
原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 Popov, E. P., Bertero, V. V., and Krawinkler, H., 1972, “Cyclic Behavior of Three R/C Flexural Members with High Shear,” EERC Report No. 72-5, Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA, Oct., 91 pp. doi: 10.14359/19326 Portland Cement Association (PCA), 1946, “Design of Deep Girders,” IS079D, Portland Cement Association, Skokie, IL, 10 pp. doi: 10.14359/51685151 Portland Cement Association (PCA), 1972, Handbook of Frame Constants, Skokie, IL, 1972, 34 pp. doi: 10.14359/16511 Portland Cement Association (PCA), 1980, “Design and Construction of Large-Panel Concrete Structures,” six reports, 762 pp., EB 100D, three studies, 300 pp., 1980, EB 102D, 1976-1980, Portland Cement Association, Skokie, IL. Portland Cement Association (PCA), 2011, “Design and Control of Concrete Mixtures,” 15th edition, Portland Cement Association, Skokie, IL, 444 pp. Primavera, E. J., Pinelli, J.-P., and Kalajian, E. H., 1997, “Tensile Behavior of Cast-in-Place and Undercut Anchors in High-Strength Concrete,” ACI Structural Journal, Vol. 94, No. 5, Sept.-Oct., pp. 583−594. doi: 10.14359/507 Powers, T. C., 1975, “Freezing Effects in Concrete,”Durability of Concrete, SP-47, American Concrete Institute, Farmington Hills, MI, pp. 1−11. doi: 10.14359/17603 Priestley, M. J. N., Sritharan, S., Conley, J., and Pampanin, S., 1999, “Preliminary Results and Conclusions from the PRESSS Five-Story Precast Concrete Test Building,” PCI Journal, Vol. 44, No. 6, Nov.-Dec., pp. 42−67. doi: 10.15554/pcij.11011999.42.67 Puranam, A., 2018, “Strength and Serviceability of Concrete Elements Reinforced with High-Strength Steel,” PhD dissertation, Purdue University, West Lafayette, IN. Rabbat, B. G., Kaar, P. H., Russell, H. G., and Bruce, R. N. Jr., 1979, “Fatigue Tests of Pretensioned Girders with Blanketed and Draped Strands,” PCI Journal, Vol. 24, No. 4, July-Aug., pp. 88−114. doi: 10.15554/pcij.07011979.88.114 Reineck, K.-H., Ed., 2002, Strut-and-Tie Models, SP-208, American Concrete Institute, Farmington Hills, MI, 250 pp. Reineck, K.-H., and Novak, L., C., eds., 2010, Further Examples for the Design of Structural Concrete with Strutand-Tie Models, SP-273, American Concrete Institute, Farmington Hills, MI, 288 pp. Reineck, K., and Todisco, L., 2014, “Database of Shear Tests for Non-slender Reinforced Concrete Beams without Stirrups,” ACI Structural Journal, V. 111, No. 6, pp. 1363-1372. doi: 10.14359/51686820 Restrepo, J. I., 2002, “New Generation of Earthquake Resisting Systems,” Proceedings, First fib Congress, Session 6, Osaka, Japan, Oct., pp. 41−60. Restrepo, J. I., Park, R., and Buchanan, A. H., 1995a, “Tests on Connections of Earthquake Resisting Precast Reinforced Concrete Perimeter Frames of Buildings,” PCI Journal, Vol. 40, No. 4, July-Aug., pp. 44−61. doi: 10.15554/pcij.07011995.44.61 Restrepo, J., Park, R., and Buchanan, A. H., 1995b, “Design of Connections of Earthquake Resisting Precast Reinforced Concrete Perimeter Frames,” PCI Journal, Vol. 40, No. 5, pp. 68−80. doi: 10.15554/pcij.09011995.68.80 Richart, F. E., 1933, “Reinforced Concrete Column Investigation—Tentative Final Report of Committee 105,” ACI Journal Proceedings, Vol. 29, No. 5, Feb., pp. 275−282. doi: 10.14359/8273 Richart, F. E., Brandzaeg, A., and Brown, R. L., 1929, “The Failure of Plain and Spirally Reinforced Concrete R-31
¶ 原檔第574頁
原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 in Compression,” Bulletin No. 190, University of Illinois Engineering Experiment Station, Urbana, IL, Apr., 74 pp. doi: 10.14359/19264 Roberts-Wollmann, C. L., and Wollmann, G. P., 2008, “ Bearing Strength of Unbonded Monostrand Post-Tensioning Anchors in Slab Edges,” PTI Journal, V. 6, No. 2, Aug., pp. 29-39. Rogowsky, D. M., and MacGregor, J. G., 1986, “Design of Reinforced Concrete Deep Beams,” Concrete International, Vol. 8, No. 8, Aug., pp. 46−58. doi: 10.14359/51685228 Rogowsky, D., and Wight, K., 2010, “Load Factors are Load Factors,” Concrete International, V. 32, No. 7, July, pp. 75-76. Roller, J. J., and Russell, H. G., 1990, “Shear Strength of High-Strength Concrete Beams with Web Reinforcement,” ACI Structural Journal, Vol. 87, No. 2, Mar.-Apr., pp. 191−198. doi: 10.14359/2682 Rose, D. R., and Russell, B. W., 1997, “Investigation of Standardized Tests to Measure the Bond Performance of Prestressing Strand,” PCI Journal, Vol. 42, No. 4, July-Aug., pp. 56−80. doi: 10.15554/pcij.07011997.56.80 Rotz and Reifschneider, 1984, “Experimental Evaluation of Steel Embedments Subjected to Combined Axial and Shear,” Bechtel Power Corp., Ann Arbor, MI, 100 pp. Ruggiero, D. M.; Bentz, E. C.; Calvi, G. M.; and Collins, M. P., 2016, “Shear Response under Reversed Cyclic Loading,” ACI Structural Journal, V. 113, No. 6, Nov.-Dec., pp. 1313-1324. doi: 14359/51689033 Russell, B. W., and Burns, N. H., 1996, “Measured Transfer Lengths of 0.5 and 0.6 in. Strands in Pretensioned Concrete,” PCI Journal, Vol. 41, No. 5, Sept.-Oct., pp. 44−65. doi: 10.15554/pcij.09011996.44.65 Rutledge, S., and DeVries, R. A., 2002, “Development of D45 Wire in Concrete,” Report, School of Civil and Environmental Engineering, Oklahoma State University, Stillwater, OK, Jan., 28 pp. Saatcioglu, M., and Razvi, S. R., 2002, “Displacement-Based Design of Reinforced Concrete Columns for Confinement,” ACI Structural Journal, Vol. 99, No. 1, Jan.-Feb., pp. 3−11. doi: 14359/11030 Sabnis, G. M., Meyers, B. L., and Roll, F., Eds., 1974, Deflections of Concrete Structures, SP-43, American Concrete Institute, Farmington Hills, MI, 637 pp. Saemann, J. C., and Washa, G. W., 1964, “Horizontal Shear Connections between Precast Beams and Cast-in-Place Slabs,” ACI Journal Proceedings, Vol. 61, No. 11, Nov., pp. 1383−1409. doi: 14359/7832. Also see discussion, ACI Journal Proceedings, Vol. 62, June 1965. pp. 1807- Sakai, K., and Sheikh, S. A., 1989, “What Do We Know about Confinement in Reinforced Concrete Columns? (A Critical Review of Previous Work and Code Provisions),” ACI Structural Journal, Vol. 86, No. 2, Mar.-Apr., pp. 192−207. doi: 14359/2705 Salmons, J. R., and McCrate, T. E., 1977, “Bond Characteristics of Untensioned Prestressing Strand,” PCI Journal, Vol. 22, No. 1, Jan.-Feb., pp. 52−65. doi: 10.15554/pcij.01011977.52.65 Sant, J. K., and Bletzacker, R. W., 1961, “Experimental Study of Lateral Stability of Reinforced Concrete Beams,” ACI Journal Proceedings, Vol. 58, No. 6, Dec., pp. 713−736. doi: 14359/8004 Sason, A. S., 1992, “Evaluation of Degree of Rusting on Prestressed Concrete Strand,” PCI Journal, Vol. 37, No. 3, May-June, pp. 25−30. doi: 10.15554/pcij.05011992.25.30 SBC, 1999, “Standard Building Code,” Southern Building Code Congress International, Inc., Birmingham, AL. Scanlon, A., and Bischoff, P. H., 2008, “ Shrinkage Restraint and Loading History Effects on Deflections of Flexural Members,” ACI Structural Journal, V. 105, No. 4, July-Aug., pp. 498-506. doi: 10.14359/19864 Schießl, P., and Raupach, M., 1997, “Laboratory Studies and Calculations on the Influence of Crack Widths on R-32
¶ 原檔第575頁
原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 Chloride-Induced Corrosion of Steel in Concrete,” ACI Materials Journal, V. 94, No. 1, Jan.-Feb., pp. 56-62. doi: 10.14359/285 Schlaich, J., Schafer, K., and Jennewein, M., 1987, “Toward a Consistent Design of Structural Concrete,” PCI Journal, Vol. 32, No. 3, May-June, pp. 74−150. doi: 10.15554/pcij.05011987.74.150 Scordelis, A. C., 1990, “Non-Linear Material, Geometric, and Time Dependent Analysis of Reinforced and Prestressed Concrete Shells,” Bulletin, International Association for Shells and Spatial Structures, Madrid, Spain, No. 102, Apr., pp. 57−90. doi: 14359/51685392 Scordelis, A. C., Lin, T. Y., and Itaya, R., 1959, “Behavior of a Continuous Slab Prestressed in Two Directions,” ACI Journal Proceedings, Vol. 56, No. 6, Dec., pp. 441−459. doi: 14359/8105 Seegebrecht, G. W.; Litvan, A.; and And Gebler, S. H., 1989, “Durability of Dry-Mix Shotcrete,” Concrete International, V. 11, No. 10, Oct., pp. 47-50. doi: 10.14359/2481 Segura, C. L., and Wallace, W. J., 2017, “Seismic Performance Limitations and Detailing of Slender RC Walls,” ACI Structural Journal, V. 115, No. 3, May-June, pp. 849-859. doi: 10.14359/51701918 Segura, C. L., and Wallace, J. W., 2018, “Impact of Geometry and Detailing on Drift Capacity of Slender Walls,” ACI Structural Journal, V. 115, No. 3, May, pp. 885-895. doi: 10.14359/51702046 Seismology Committee of the Structural Engineers Association of California (SEAOC), 1996, “Recommended Lateral Force Requirements and Commentary,” sixth edition, Seismology Committee of the Structural Engineers Association of California, Sacramento, CA, 504 pp. Seismology Committee of the Structural Engineers Association of California (SEAOC), 2005, “Using a concrete slab as a seismic collector,” Seismology and Structural Standards Committee, Structural Engineers Association of California, 15 pp. Shaikh, A. F., and Branson, D. E., 1970, “Non-Tensioned Steel in Prestressed Concrete Beams,” PCI Journal, Vol. 15, No. 1, Feb., pp. 14−36. doi: 10.15554/pcij.02011973.14.36 Shaikh, A. F., and Yi, W., 1985, “In-Place Strength of Welded Headed Studs,” PCI Journal, Vol. 30, No. 2, Mar.-Apr., pp. 56−81. doi: 10.15554/pcij.03011985.56.81 Shao, Y.; Darwin, D.; O’Reilly, M.; Lequesne, R. D.; Ghimire, K.; and Hano, M., 2016, “Anchorage of Conventional and High-Strength Headed Reinforcing Bars,” SM Report No. 117, University of Kansas Center for Research, Lawrence, KS, Aug., 234 pp. https://kuscholarworks.ku.edu/handle/1808/21738 Sivakumar, B., Gergely, P., and White, R. N., 1983, “Suggestions for the Design of R/C Lapped Splices for Seismic Loading,” Concrete International, Vol. 5, No. 2, Feb., pp. 46−50. doi: 14359/9145 Slavin, C. M., and Ghannoum, W. M., 2015, “Defining Structurally Acceptable Properties of High-Strength Steel Bars through Material and Column Testing, Part I: Material Testing Report,” Charles Pankow Foundation RGA #05-14, Aug., 135 pp. doi: 10.14359/51702075 Smith K. N. and Vantsiotis, A. S., 1982, “Shear Strength of Deep Beams,” ACI Journal Proceedings, V. 79, No. 3, May-June 1982, pp. 201-213. doi: 10.14359/10899 Smith, S. W., and Burns, N. H., 1974, “Post-Tensioned Flat Plate to Column Connection Behavior,” PCI Journal, Vol. 19, No. 3, May-June, pp. 74−91. doi: 10.15554/pcij.05011974.74.91 Sneed, L. H., and Ramirez, J. A., 2010, “Influence of Effective Depth on Shear Strength of Concrete Beams—Experimental Study,” ACI Structural Journal, V. 107, No. 5, Sept.-Oct., pp. 554−562. doi: 10.14359/51663906 Sokoli, D., and Ghannoum, W. M., 2016, “High-Strength Reinforcement in Columns under High Shear Stresses,” ACI Structural Journal, V. 113, No. 3, May-June, pp. 605-614. doi: 10.14359/51688203 R-33
¶ 原檔第576頁
原檔文字（公式與圖表請對照上方原版面）
解說之參考文獻 Sperry, J.; Darwin, D.; O’Reilly, M.; Lepage, A.; Lequesne, R. D.; Matamoros, A.; Feldman, L. R.; Yasso, S.; Searle, N.; DeRubeis, M.; and Ajaam, A., 2018, “Conventional and High-Strength Steel Hooked Bars: Detailing Effects,” ACI Structural Journal, V. 115, No. 1, Jan.-Feb., pp. 247-257. doi: 10.14359/51700920 Sperry, J.; Darwin, D.; O’Reilly, M.; Lequesne, R. D.; Yasso, S.; Matamoros, A.; Feldman, L. R.; and Lepage, A., 2017b, “Conventional and High-Strength Hooked Bars—Part 2: Data Analysis,” ACI Structural Journal, V. 114, No. 1, Jan.-Feb., pp. 267-276. doi: 10.14359/51689457 Sperry, J.; Yasso, S.; Searle, N.; DeRubeis, M.; Darwin, D.; O’Reilly, M.; Matamoros, A.; Feldman, L.; Lepage, A.; Lequesne, R.; and Ajaam, A., 2015, “Anchorage of High-Strength Reinforcing Bars with Standard Hooks,” SM Report No. 111, University of Kansas Center for Research, Lawrence, KS, June., 244 pp. Sperry, J.; Yasso, S.; Searle, N.; DeRubeis, M.; Darwin, D.; O’Reilly, M.; Matamoros, A.; Feldman, L.; Lepage, A.; Lequesne, R.; and Ajaam, A., 2017a, “Conventional and High-Strength Hooked Bars—Part 1: Anchorage Tests,” ACI Structural Journal, V. 114, No. 1, Jan.-Feb., pp. 255-266. doi: 10.14359/51689456 Spragg, R., Castro, J., Li, W., Pour-Ghaz, M., Huang, P., and Weiss, W. J., 2011, “Wetting and Drying of Concrete in the Presence of Deicing Salt Solutions,” Cement and Concrete Composites, Vol. 33, No. 5, May, pp. 535−542. doi: 10.1016/j.cemconcomp.2011.02.009 Sritharan, S.; Beyer, K.; Henry, R. S.; Chai, Y. H.; Kowalsky, M.; and Bull, D., 2014, “Understanding Poor Seismic Performance of Concrete Walls and Design Implications,” Earthquake Spectra, V. 30, No. 1, pp. 307-334. doi: 10.1193/021713EQS036M Sritharan, S.; Cox, A. M.; Huang, J.; Suleiman, M.; and –Arulmoli, K., 2016, “Minimum Confinement Reinforcement for Prestressed Concrete Piles and a Rational Seismic Design Framework,” PCI Journal, V. 61, No. 1, pp. 51-69. doi: 10.15554/pcij.01012016.51.69 Stanton, J. F., 1987, “Proposed Design Rules for Load Distribution in Precast Concrete Decks,” ACI Structural Journal, V. 84, No. 5, Sept.-Oct., pp. 371-382. doi: 10.14359/1683 Stanton, J. F., 1992, “Response of Hollow-Core Floors to Concentrated Loads,” PCI Journal, V. 37, No. 4, July-Aug., pp. 98-113. doi: 10.15554/pcij.07011992.98.113 Stecich, J., Hanson, J. M., and Rice, P. F., 1984, “Bending and Straightening of Grade 60 Reinforcing Bars,” Concrete International, Vol. 6, No. 8, Aug., pp. 14−23. doi: 10.14359/16496 Stone, W., Cheok, G., and Stanton, J., 1995, “Performance of Hybrid Moment-Resisting Precast Beam-Column Concrete Connections Subjected to Cyclic Loading,” ACI Structural Journal, Vol. 92, No. 2, Mar.-Apr., pp. 229−249. doi: 10.14359/1145 Sugano, S., Nagashima, T., Kimura, H., Tamura, A., and Ichikawa, A., 1990, “Experimental Studies on Seismic Behavior of Reinforced Concrete Members of High Strength Concrete,” Proceedings, Second International Symposium on High-Strength Concrete, SP-121, American Concrete Institute, Farmington Hills, MI, pp. 61−87. doi: 10.14359/2791 Tan, K. H.; Kong, F. K.; Teng, S.; and Wang L. W., 1997, “Effect of Web Reinforcement on High Strength Concrete Deep Beams,” ACI Structural Journal, V. 94, No. 5, Sept.-Oct., pp 572-582. doi: 10.14359/506 Taylor, C. P., Cote, P. A., and Wallace, J. W., 1998, “Design of Slender RC Walls with Openings,” ACI Structural Journal, Vol. 95, No. 4, July-Aug., pp. 420−433. doi: 10.14359/558 TBI, 2017, “Guidelines for Performance-Based Seismic Design of Tall Buildings,” Report No. 2017/06, Pacific Earthquake Engineering Center, University of California, Berkeley, Berkeley, CA, May, 147 pp. Tepke, D.; Trejo, D.; and Isgor, B., eds., 2016, Chloride Thresholds and Limits for New Construction, SP-308, American Concrete Institute, Farmington Hills, MI. R-34