¶ 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(3/3)
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577頁 | 原檔第578頁 | 原檔第579頁 | 原檔第580頁
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原檔文字(公式與圖表請對照上方原版面)
解說之參考文獻 Thompson, K. J., and Park, R., 1980, “Seismic Response of Partially Prestressed Concrete,” Journal of the Structural Division, ASCE, Vol. 106, pp. 1755−1775. Thompson, M. K., Jirsa, J. O., and Breen, J. E., 2006a, “CCT Nodes Anchored by Headed Bars—Part 2: Capacity of Nodes,” ACI Structural Journal, Vol. 103, No. 1, Jan.- Feb., pp. 65−73. doi: 10.14359/15087 Thompson, M. K., Ledesma, A., Jirsa, J. O., and Breen, J. E., 2006b, “Lap Splices Anchored by Headed Bars,” ACI Structural Journal, Vol. 103, No. 2, Mar.-Apr., pp. 271−279. doi: 10.14359/15185 Thompson, M. K., Ziehl, M. J., Jirsa, J. O., and Breen, J. E., 2005, “CCT Nodes Anchored by Headed Bars—Part 1: Behavior of Nodes,” ACI Structural Journal, Vol. 102, No. 6, Nov.-Dec., pp. 808−815. doi: 10.14359/14788 Thomsen, J. H. IV, and Wallace, J. W., 2004, “Displacement-Based Design of Slender Reinforced Concrete Structural Walls—Experimental Verification,” Journal of Structural Engineering, ASCE, Vol. 130, No. 4, pp. 618−630. doi:10.1061/(ASCE)0733-9445(2004)130: 4(618) Tikka, T. K., and Mirza, S. A., 2006, “Nonlinear Equation for Flexural Stiffness of Slender Composite Columns in Major Axis Bending,” Journal of Structural Engineering, ASCE, Vol. 132, No. 3, Mar., pp. 387−399. doi: 10.1061/(ASCE)0733-9445(2006)132:3(387) To, N. H. T.; Sritharan, S.; and Ingham, J., 2009, “Strutand-Tie Nonlinear Cyclic Analysis of Concrete Frames,” Journal of Structural Engineering, V. 135, No. 10, pp. 1259-1268. doi: 10.1061/(ASCE)0733-9445(2009)135:10(1259) Treece, R. A., and Jirsa, J. O., 1989, “Bond Strength of Epoxy-Coated Reinforcing Bars,” ACI Materials Journal, Vol. 86, No. 2, Mar.-Apr., pp. 167−174. doi: 10.14359/2341 Tuchscherer, R. G.; Birrcher, D. B.; Huizinga, M. H.; and Bayrak, O., 2010, “Confinement of Deep Beam Nodal Regions,” ACI Structural Journal, V. 107, No. 6, Nov.-Dec., pp. 709-717. doi: 10.14359/51664019 Umehara, H., and Jirsa, J. O., 1984, “Short Rectangular RC Columns under Bidirectional Loadings,” Journal of Structural Engineering, ASCE, Vol. 110, No. 3, Mar., pp. 605−618. doi: 10.1061/(ASCE)0733-9445(1984)110:3(605) Uzel, A.; Podgorniak, B.; Bentz, E.; and Collins, M., 2011, “Design of Large Footings for One-Way Shear,” ACI Structural Journal, V. 108, No. 2, pp. 131-138. doi: 10.14359/51664247 Vanderbilt, M. D., 1972, “Shear Strength of Continuous Plates,” Journal of the Structural Division, ASCE, Vol. 98, May, pp. 961−973. doi: 10.14359/51685238 Vanderbilt, M. D., Sozen, M. A., and Siess, C. P., 1969, “Test of a Modified Reinforced Concrete Two-Way Slab,” Proceedings, ASCE, Vol. 95, No. ST6, June, pp. 1097−1116. Vanderbilt, M. D., and Corley, W. G., 1983, “Frame Analysis of Concrete Buildings,” Concrete International, Vol. 5, No. 12, Dec., pp. 33−43. doi: 10.14359/9202 Vintzileou, E., and Eligehausen, R., 1992, “Behavior of Fasteners under Monotonic or Cyclic Shear Displacements,” Anchors in Concrete: Design and Behavior, SP-130, American Concrete Institute, Farmington Hills, MI, pp. 181−203. doi: 10.14359/1272 Vu, S., Li, N. B., and Beyer, K., 2014, “Effective Stiffness of Reinforced Concrete Coupling Beams,” Engineering Structures, V. 76, pp. 371-382. Doi: 10.1016/jengstruct.2014.07.014 Wallace, J. W., 1996, “Evaluation of UBC-94 Provisions for Seismic Design of RC Structural Walls,” Earthquake Spectra, Vol. 12, No. 2, May, pp. 327−348. doi:10.1193/1.1585883 Wallace, J. W., 1998, “Behavior and Design of High-Strength RC Walls,” High-Strength Concrete in Seismic R-35
¶ 原檔第578頁
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解說之參考文獻 Regions, SP-176, C. W. French and M. E. Kreger, eds., American Concrete Institute, Farmington Hills, MI, pp. 259-279. doi: 10.14359/5903 Wallace, J. W., 2012, “Behavior, Design, and Modeling of Structural Walls and Coupling Beams—Lessons from Recent Laboratory Tests and Earthquakes,” International Journal of Concrete Structures and Materials, Vol. 6, No. 1, pp. 3−18. doi: 10.1007/s40069-012-0001-4 Wallace, J. W., and Orakcal, K., 2002, “ACI 318-99 Provisions for Seismic Design of Structural Walls,” ACI Structural Journal, Vol. 99, No. 4, July-Aug., pp. 499−508. doi: 10.14359/12119 Wallace, J. W., Massone, L. M., Bonelli, P., Dragovich, J., Lagos, R., Lüder, C., and Moehle, J. P., 2012, “Damage and Implications for Seismic Design of RC Structural Wall Buildings,” Earthquake Spectra, Vol. 28, No. S1, June, pp. 281−299. doi: 10.1193/1.4000047 Wallace, J.; Segura, C.; and Tran, T., 2013, “Shear Design of Structural Walls,” Los Angeles Tall Buildings Structural Design Council Annual Meeting, 13 pp. Watson, S., Zahn, F. A., and Park, R., 1994, “Confining Reinforcement for Concrete Columns,” Journal of Structural Engineering, ASCE, Vol. 120, No. 6, June, pp. 1798−1824. doi: 10.1061/(ASCE)0733-9445(1994)120: 6(1798) Weber-Kamin, A. S.; Lequesne, R. D.; and Lepage, A., 2019, “RC Coupling Beams with High-Strength Steel Bars: Summary of Test Results,” SL Report 19-1, The University of Kansas Center for Research, Inc., Lawrence, KS, Jan., 133 pp. http://hdl.handle.net/0808/27676 Welt, T. S., 2015, “Detailing for Compression in Reinforced Concrete Wall Boundary Elements: Experiments, Simulations, and Design Recommendations,” PhD dissertation, University of Illinois at Urbana-Champaign, Champaign, IL, 530 pp. Welt, T. S.; Massone, L. M.; LaFave, J. M.; Lehman, D. E., McCabe, S. L., and Polancp, P., 2017, “Confinement Behavior of Rectangular Reinforced Concrete Prisms Simulating Wall Boundary Elements,” Journal of Structural Engineering, V. 143, No. 4, p. 04016204 doi: 10.1061/(ASCE)ST.1943-541X.0001682 West, J. S.; Innocenzi, M. J.; Ulloa, F. V.; and Poston, R. W., 2008, “Assessing Vibrations,” Concrete International, V. 30, No. 10, Oct., pp. 43-49. doi: 10.14359/19985 Widianto; Bayrak, O.; and Jirsa, J. O., 2009, “Two-Way Shear Strength of Slab-Column Connections: Reexamination of ACI 318 Provisions,” ACI Structural Journal, V. 106, No. 2, Mar.-Apr., pp. 160-170. doi: 10.14359/56354 Wilford, M. R., and Young, P., 2006, A Design Guide for Footfall Induced Vibration of Structures, The Concrete Centre, Surrey, UK, 83 pp. Wilson, E. L., 1997, “Three-Dimensional Dynamic Analysis of Structures—With Emphasis on Earthquake Engineering,” Computers and Structures, Inc., Berkeley, CA. Winter, G., 1979, “Safety and Serviceability Provisions in the ACI Building Code,” Concrete Design: U.S. and European Practices, SP-59, American Concrete Institute, Farmington Hills, MI, pp. 35−49. doi: 10.14359/17764 Wire Reinforcement Institute, 2001, “Structural Welded Wire Reinforcement Manual of Standard Practice,” sixth edition, Hartford, CT, Apr., 38 pp. Wood, S. L., Stanton, J. F., and Hawkins, N. M., 2000, “Development of New Seismic Design Provisions for Diaphragms Based on the Observed Behavior of Precast Concrete Parking Garages during the 1994 Northridge Earthquake,” PCI Journal, Vol. 45, No. 1, Jan.-Feb., pp. 50−65. doi: R-36
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解說之參考文獻 10.15554/pcij.01012000.50.65 Wyllie, L. A. Jr., 1987, “Structural Walls and Diaphragms— How They Function,” Building Structural Design Handbook, R. N. White and C. G. Salmon, Eds., John Wiley & Sons, Inc., New York, pp. 188−215. Xanthakis, M., and Sozen, M. A., 1963, “An Experimental Study of Limit Design in Reinforced Concrete Flat Slabs,” Structural Research Series No. 277, Civil Engineering Studies, University of Illinois, Urbana, IL, Dec., 159 pp. doi: 10.14359/16666 Yamada, T., Nanni, A., and Endo, K., 1991, “Punching Shear Resistance of Flat Slabs: Influence of Reinforcement Type and Ratio,” ACI Structural Journal, Vol. 88, No. 4, July- Aug., pp. 555−563. doi: 10.14359/2984 Yin, S. Y. L., J. C. Wang, and P. H. Wang, 2012, ” Development of Multi-Spiral Confinements in Rectangular Columns for Construction Automation,” Journal of the Chinese Institute of Engineers, V.35, No. 3, pp. 309-320. Yoshioka, K., and Sekine, M., 1991, “Experimental Study of Prefabricated Beam-Column Subassemblages,” Design of Beam-Column Joints for Seismic Resistance, SP-123, J. O. Jirsa, Ed., American Concrete Institute, Farmington Hills, MI, pp. 465−492. doi: 10.14359/2876 Zhang, L., 2015, “Testing Air Content of Dry-Mix Shotcrete,” Shotcrete, V. 17, No. 2, pp. 22-24. Zhang, Y., Klingner, R. E., and Graves, H. L. III, 2001, “Seismic Response of Multiple-Anchor Connections to Concrete,” ACI Structural Journal, Vol. 98, No. 6, Nov.-Dec., pp. 811−822. doi: 10.14359/10748 Zhu, S., and Jirsa, J. O., 1983, “Study of Bond Deterioration in Reinforced Concrete Beam-Column Joints,” PMFSEL Report No. 83-1, Department of Civil Engineering, University of Texas at Austin, Austin, TX, July, 79 pp. doi: 10.14359/51685438 Zia, P., Preston, H. K., Scott, N. L., and Workman, E. B., 1979, “Estimating Prestress Losses,” Concrete International, Vol. 1, No. 6, June, pp. 32−38. Zia, P., and Hsu, T. T. C., 2004, “Design for Torsion and Shear in Prestressed Concrete Flexural Members,” PCI Journal, Vol. 49, No. 3, May-June, pp. 34−42. doi: 10.15554/pcij.05012004.34.42 Zsutty, T. C., 1971, “Shear Strength Prediction for Separate Categories of Simple Beams Tests,” ACI Journal Proceedings, V. 68, No. 2, Feb., pp. 138-143. doi: 10.14359/11300 中國土木水利工程學會,1998,「混凝土工程設計規範與解說(土木401-86)-附錄乙:機械式續接器續接」 ,台北。 中國土木水利工程學會,2011,「混凝土工程設計規範與解說(土木401-100),台北。 中國土木水利工程學會,2016,「混凝土工程設計規範與解說(土木401-105),台北。 中國土木水利工程學會,2019,「混凝土工程設計規範與解說(土木401-108),台北。 中國土木水利工程學會,2021,「混凝土工程設計規範與解說(土木401-110),台北。 中華民國結構工程學會,2007,「鋼筋續接器續接規範」,工作小組工作報告CSSE 96-01,台北。 內政部建築研究所,1999,「鋼筋續接施工規範及解說(草案)」,台北。 內政部建築研究所,2006,「再生混凝土使用手冊」,台北。 內政部,2021,「結構混凝土施工規範」,台北。 內政部,2023,「建築技術規則」,台北。 日本土木学会,2007,「鉄筋定着・継手指針」,東京。 R-37
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解說之參考文獻 行政院公共工程委員會,1999,「公共工程飛灰混凝土使用手冊」,台北。 行政院公共工程委員會,2001,「公共工程高爐石混凝土使用手冊」,台北。 李宏仁、林克強、張子宥、林明志,2020,「高強度鋼筋機械式續接性能合格標準及驗證研究」,研究 報告,內政部建築研究所,台北。 李宏仁、陳正誠、陳建中、張家榮,2017,「建築工程鋼筋機械式續接性能基準及驗證研究」,研究報 告,內政部建築研究所,106301070000G0032,台北。 李宏仁、張又仁、黃世建,2014,「高強度鋼筋混凝土梁柱接頭耐震性能研究及資料庫建構」,中國土 木水利工程學刊,第26卷,第3期,第257-263頁。 林光奕,2008,「五螺箍矩形RC柱之反復載重試驗與耐震性能」,碩士論文,國立交通大學土木工程系 所。 林克強、李宏仁,2022,「梁構件擴頭鋼筋錨定於梁柱接頭之試驗研究」,財團法人國家實驗研究院國 家地震工程研究中心,委託研究報告。 陳振川、廖文正、劉庭愷、秦維邑,2018,「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33卷,第1期,第103-116頁。 陸景文、詹穎雯、陳振川,2004,「台灣地區混凝土抗壓強度與彈性模數特性研究」,中國土木水利工 程學刊,第31卷,第3期,第371-379頁。 黃世建、Ewin Lim、翁樸文、李宏仁,2014,「鋼筋混凝土偏心梁柱接頭之抗剪強度設計」,結構工程 期刊,第29卷,第2期,第5-23頁。 廖文正、林致淳、詹穎雯,2016,「台灣混凝土彈性模數建議公式研究」,結構工程期刊,第31卷,第3 期,第5-31頁。 歐昱辰、陳正誠、李宏仁、杜昱石,2013,「低矮鋼筋混凝土街屋具典型開口外牆之耐震行為研究」, 研究報告,內政部建築研究所,PG10301-0475,台北。 蔡宛婷、黃世建、沈文成,2016,「鋼筋混凝土橫箍柱耐震圍束之研究」,中華民國第十三屆結構工程 研討會暨第三屆地震工程研討會,桃園。 臺灣混凝土學會,2014,「鋼筋混凝土用錨定頭規範」,台北。 臺灣混凝土學會,2016a,「預鑄混凝土工程施工規範與解說」,台北。 臺灣混凝土學會,2016b,「預鑄混凝土工程設計規範與解說」,台北。 R-38
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