本文共完成5組十字形大尺寸梁柱子結構之反復載重試驗，探討包覆型SRC結構梁柱接頭區之剪力行為與強度。此外，本文以軟化壓拉桿為基本架構，將鋼骨與RC合成作用考慮在內，開發分析SRC接頭區剪力強度模型，本文稱為SST-SRC模型。
根據載重試驗結果及試驗數據的分析，作成結論如下：（1）SRC梁柱接頭區之遲滯迴圈比RC梁柱接頭區飽滿，消能能力較佳；（2）縱向翼板所能發揮的剪力強度比一般預期者高出甚多，縱向翼板可以提供相當高的梁柱接頭區之剪力強度；（3）在SRC柱-鋼梁構架系統中，梁柱接頭區定義為柱內鋼骨翼板與連續板所圍成的區域，可以合理的反應其行為並準確的預測其剪力強度；（4）梁柱接頭區使用角隅箍筋與鋼骨斷面形成「聯鎖式閉合箍」，可取代傳統閉合箍筋。
本文共蒐集39根SRC深梁試體與16根雙側接梁之SRC梁柱接頭試體，其中3組梁柱接頭試體為本研究所完成的。SST-SRC模型的開發先從深梁切入，進而延伸至梁柱接頭區剪力評估，並與強度疊加法比較。根據分析結果結論如下：（1）SST-SRC模型對於可反應深梁中鋼骨深度之變化，強度疊加法並無法反應此參數；（2）SST-SRC模型在預測SRC梁柱接頭試體之剪力強度時，其強度比值之平均數為1.54，變異係數為0.15；（3）本文建議的強度疊加法為考慮縱向翼板對剪力有貢獻，並且以翼板剪力降伏計算其剪力強度，其試驗值與分析值之比值平均數為1.33，變異係數為0.14，顯示可合理預測梁柱接頭剪力強度，考慮縱向翼板對剪力強度貢獻是合理的。

Experimental results from five large-scale cruciform type beam-column subassemblies showed that: (1) the SRC joint demonstrated more moderate pinching phenomenon than the RC joint; (2) the shear strength provided by the longitudinal flanges of the cross-H steel section was significantly higher than expected; (3) the definition of the joint zone of the SRC column-wide flange beam system should be modified to match experimental observations; and (4) the corner ties can be used to replace joint hoops without demonstrating any negative behaviors. It was also found that the strength superposition method was able to predict the SRC joint shear strength with reasonable accuracy.
This study proposes an analytical method named SST-SRC model for determination of shear strengths of SRC deep beams and beam-column joints. By comparing the predicted results from the SST-SRC model and strength superposition method with the collected test results, which include 39 SRC deep beam specimens and 16 SRC beam-column joint specimens, it was found that: (1) the proposed method is capable of predicting the shear strengths for SRC deep beams with variable depth of steel shape; (2) the average test-to-calculated strength ratio for SRC beam-column joints was 1.54, with a coefficient of variation of 0.15 for the SST-SRC model; (3) the average test-to-calculated strength ratio was 1.33, with a coefficient of variation of 0.14 for the proposed strength superposition method considering the shear strength contribution by the longitudinal flange.

參考文獻

[1] American Institute of Steel Construction (AISC), “Specification for Structural Steel Buildings,” ANSI/AISC 360-05, AISC Inc., Chicago (IL), March 9, 2005.
[2] 陳生金、陳正誠、林文賢，「鋼骨鋼筋混凝土構材與接合之耐震細部設計準則」，內政部建築研究所「建築結構與耐震研究」系列報告，計畫編號：MOIS 850018，台北，營建雜社，民國86年。
[3] Griffis, L. G., “Some Design Considerations for composite-frame structures,” Engineering Journal, AISC, Vol. 23, 2nd Quarter, 1986, pp. 59-64.
[4] 內政部營建署，http://www.cpami.gov.tw/web/。
[5] ACI-ASCE Committee 352, “Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures,” ACI Journal, Proceedings, Vol. 82, No. 3, 1985, pp. 266-283.
[6] 赵鸿铁，「钢与混凝土组合结构」，科学出版社，中国大陆（北京），2001。
[7] Architectural Institute of Japan (AIJ), “AIJ standards for Structural Calculation of Steel Reinforced Concrete Structures,” Tokyo, 2001. [In Japanese].
[8] Wakabayashi, M., “Design of Earthquake-Resistant Buildings,” New York: McGraw-Hill, 1986.
[9] Wakabayashi, M., and Minami, K., “Developments in Composite and Mixed Construction: Recent Experimental Studies on the Hysteretic Characteristics of Beam-to-Column Connections in Composite Structures,” In: Kato B., Lu L.W., editors by GIHODO SHUPPAN Co., Ltd., Proceedings of the U.S.A.-Japan Seminar on Composite Structures and Mixed Structural Systems, Lehigh university: Fritz Engineering Laboratory, 1980, pp. 217-226.
[10] Minami, K., “Beam to Column Stress Transfer in Composite Structures,” Edited by Charles W. Roeder, Proceedings of the U.S./Japan Joint Seminar, Composite and Mixed Construction, American Society of Civil Engineers, New York, 1985, pp.215-226.
[11] Teraoka, M., Morita, K., Sasaki, S., and Katsura, D., “Experimental Study on Simplified Steel Reinforced Concrete Beam-Column Joints in Construction Technology,” Steel & Composite Structures, Vol. 1, No. 3, Sept. 2001, pp. 295-312.
[12] ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318R-05),” Farmington Hills (MI): American Concrete Institute, 2005.
[13] CEN, “ENV 1994-1-1 Eurocode 4: Part 1.1 Design of Composite Steel and Concrete Structures: General Rules and Rules for Buildings,” Brussels, 1992.
[14] 營建雜誌社，「鋼骨鋼筋混凝土構造設計規範與解說」，臺灣(臺北)，民國93年6月。
[15] ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02),” Farmington Hills (MI): American Concrete Institute, 2005.
[16] American Institute of Steel Construction (AISC), “Load and Resistance Factor Design Specification for Structural Steel Buildings,” AISC-LRFD 99, AISC Inc., Chicago (IL), December 27, 1999.
[17] American Institute of Steel Construction (AISC), “Seismic Provisions for Structural Steel Buildings,” ANSI/AISC 341-02, AISC Inc., Chicago (IL), May 21, 2002.
[18] 陳生金、徐茂卿，「SRC樑柱接頭耐震細部探討」，結構工程，第十二卷，第三期，民國86年9月，第23-41頁。
[19] 蔣迪，「包覆型SRC柱軸向受力行為」，碩士論文，國立臺灣科技大學營建系，台北，民國94年。
[20] 翁正強、顏聖益、林俊昌，「包覆型SRC柱鋼骨對混凝土圍束箍筋量之影響」，中國土木水利工程學刊，第十卷，第二期，民國87年，第193-204頁。
[21] Hwang, S.J., and Lee, H. J., “Strength Prediction for Discontinuity Regions by Softened Strut-and-Tie Model,” Journal of Structural Engineering, ASCE, Vol. 128, No. 12, December 1, 2002, pp. 1519-1526.
[22] 中国建筑工业出版社，「型钢混凝土组合结构技术规程（JGJ138-2001）（Technical specification for steel reinforced concrete composite structures）」，北京，2002年1月。
[23] Krawinkler, H., “Shear in beam-column joints in seismic design of steel frames,” Engineering Journal, American Institute of Steel Construction (AISC), Vol. 15, No. 3, 1978, pp. 82-91.
[24] Wakabayashi, M., “A proposal for Design Formulas of Composite Columns and Beam-Columns,” International Colloquium on Stability, Tokyo, September, 1976, pp. 65-87.
[25] A. Kitano, Y. Goto, and O. Joh, “Investigation on ultimate shear strength of SRC interior beam-column joints,” Advances in Earthquake Engineering Vol. 4, Earthquake Resistant Engineering Structures Ⅱ, WIT Press, Southampton, United Kingdom and Boston, 1999, pp. 3-12.
[26] 日本建築學會，「鉄骨鉄筋コンクリート造配筋指針(案)•同解說（Recommendation for Detailing and Placing of Reinforcement on Steel Reinforced Concrete Structures）」，1994年。(In Japanese)
[27] 財團法人鐵道綜合技術研究所，「鉄骨鉄筋コンクリート構造物設計指針」，日本（東京），1993年。(In Japanese)
[28] 王连广，「钢与混凝土组合结构理论与计算」，科学出版社，北京，2005，418頁。
[29] 陳冠宇，「包覆型鋼骨鋼筋混凝土柱在雙軸彎矩作用下之行為」，碩士論文，國立臺灣科技大學營建系，台北，民國96年。
[30] Ritter, W., “The Hennebique Design Method (Die Bauweise Hennebique),” Schweizerische Bauzeitung, Vol. 33, No. 7, Feb. 1899, pp. 59-61.
[31] Mörsch, E., Concrete-Steel Construction, Translation of the 3rd German Edition by E. P. Goodrich, McGraw-Hill Book Co., New York, 1909, 368 pp.
[32] ASCE-ACI Committee 445, “Recent Approach to Shear Design of Structural Concrete,” Journal of Structural Engineering, ASCE, Vol. 124, No. 12, December 1998, pp. 1375-1417.
[33] Hwang, S. J., and Lee, H. J., “Analytical Model for Predicting Shear Strengths of Exterior Reinforced Concrete Beam-Column Joints for Seismic Resistance,” ACI Structural Journal, Vol. 96, No. 5, September-October 1999, pp. 846-857.
[34] Hwang, S. J., and Lee, H. J., “Analytical Model for Predicting Shear Strengths of Interior Reinforced Concrete Beam-Column Joints for Seismic Resistance,” ACI Structural Journal, Vol. 97, No. 1, January-February 2000, pp. 35-44.
[35] Hwang, S. J., Lu, W. Y., and Lee, H. J., “Shear Strength Prediction for Deep Beams,” ACI Structural Journal, Vol. 97, No. 3, May-June 2000, pp. 367-376.
[36] 呂文堯、黃世建，「鋼筋混凝土深梁之抗剪強度評估」，中國土木水利工程學刊，第十二卷，第一期，民國89年，第11-20頁。
[37] Hwang, S. J., Lu, W. Y., and Lee, H. J., “Shear Strength Prediction for Reinforced Concrete Corbels,” ACI Structural Journal, Vol. 97, No. 4, July-August 2000, pp. 543-552.
[38] Hwang, S. J., Fang, W. H., Lee, H. J., and Yu, H. W., “Analytical Model for Predicting Shear Strengths of Squat Walls,” Journal of Structural Engineering, ASCE, Vol. 127, No. 1, January 2001, pp. 43-50.
[39] 黃世建、方文宏、李宏仁，「鋼筋混凝土低矮型剪力牆之抗剪強度評估」，中國土木水利工程學刊，第十一卷，第四期，民國88年，第763-772頁。
[40] Leon, R.T., “Shear Strength and Hysteretic Behavior of Interior Beam-Column Joints,” ACI Structural Journal, Vol. 87, No. 1, 1990, pp. 3-11.
[41] Durrani A.J., Wight J.K., “Behavior of Interior Beam-to-Column Connections under Earthquake-Type Loading,” ACI Journal, Proceedings, Vol. 82, No. 3, 1985, pp. 343-349.
[42] Wallace J. W., “BIAX: Revision 1A Computer Program for the Analysis of Reinforced Concrete and Reinforced Masonry Sections,” Report no. CU/Cee-92/4, Department of Civil and Environmental Engineering, Clarkson University, Potsdam, New York, 1992.
[43] Schlaich, J., Schäfer, K., and Jennewein, M., “Toward a Consistent Design of Reinforced Concrete Structures,” PCI Journal, Vol. 32, No. 3, May-June 1987, pp. 74-150.
[44] Comité Euro-International du Beton （CEB）-Fédération Internationsl de la Precontrainte （FIP）, Model Code 1990, 1993, （MC90）, Thomas Telford, London, 1993.
[45] Schäfer, K., “Strut-and-tie Models for the Design of Structural Concrete,” Notes of Workshop, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan, Taiwan, 1996.
[46] 陳佑任，「鋼骨鋼筋混凝土深梁抗剪行為之研究」，碩士論文，國立臺灣科技大學營建系，台北，民國90年。
[47] Foster, S. J., and Gilbert, R. I., “The Design of Nonflexural Members with Normal and High-Strength Concretes,” ACI Structural Journal, Vol. 93, No. 1, January-February 1996, pp. 3-10.
[48] Tsuboi, Y., Wakabayashi, M., and Suenaga, Y., “Experimental study of SRC beams,” Transactions of the Architectural Institute of Japan, No. 55, pp.32-42, February, 1957. (In Japanese)
[49] 陳正誠、張大鵬、方至楷，「鋼骨鋼筋混凝土短梁之剪力實驗行為」，中國土木水利工程學刊，第十二卷，第三期，民國89年，第511-520頁。
[50] 翁正強、江銘鴻、陳誠直、林佳宏，「剪力釘對包覆型SRC梁力學行為之影響」，中國土木水利工程學刊，第十三卷，第一期，民國90年，第181-192頁。
[51] 翁正強、王暉舜，「鋼骨鋼筋混凝土深梁之抗剪強度評估研究」，中國土木水利工程學刊，第十六卷，第三期，民國93年，第403-414頁。
[52] Lu, W. Y., “Shear Strength Prediction for Steel Reinforced Concrete Deep Beams,” Journal of Constructional Steel Research, Vol. 62, October 2006, pp. 933-942.
[53] Belarbi, A., and Hsu, T., T., C., “Constitutive Laws Softened Concrete in Biaxial Tension-Compression,” ACI Structural Journal, Vol. 92, No. 5, September-October 1995, pp. 562-573.
[54] 洪浩傑，「鋼骨鋼筋混凝土深梁抗剪行為」，碩士論文，國立臺灣科技大學營建系，台北，民國92年。
[55] 林永斌，「SRC高剪力元件載重試驗及剪力強度評估」，碩士論文，國立臺灣科技大學營建系，台北，民國93年。
[56] ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary (ACI 318R-99),” Farmington Hills (MI): American Concrete Institute, 1999.
[57] Smith, K. N., and Vantsiotis, A. S., “Deep Beam Test Results Compared with Present Building Code Models,” ACI Journal, Proceedings, Vol. 79, No. 4, July-August 1982, pp. 280-287.
[58] 西村泰志、南宏一、若林實，「鉄骨铁筋コンクリート柱はり接合部のせん断耐力」，日本建築学会構造系論文報告集，第365号，昭和61年（西元1987年）7月，第87-98頁。(In Japanese)
[59] 松井千秋，「柱はり接合部のせん断補強法」，鉄骨鉄筋コンクリ一ト構造の合理的配筋設計法の開發研究，1988，pp. 190-214。(In Japanese)
[60] Otani, S., “The Architectural Institute of Japan (AIJ) Proposal of Ultimate Strength Design Requirements for RC Buildings with Emphasis on Beam-Column Joints,” Design of Beam-Column Joints for Seismic Resistance, J. O. Jirsa, ed., SP-123, American Concrete Institute, Farmington Hills, 1991, pp. 125-144.