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研究生: 吳振維
Jhen-Wei Wu
論文名稱: 方螺箍混凝土梁耐震行為
Seismic behavior of reinforced concrete beams with continuous rectangular transverse reinforcement
指導教授: 歐昱辰
Yu-Chen Ou
口試委員: 鄭敏元
Min-Yuan Cheng
潘誠平
Chen-Ping Pan
學位類別: 碩士
Master
系所名稱: 工程學院 - 營建工程系
Department of Civil and Construction Engineering
論文出版年: 2016
畢業學年度: 104
語文別: 中文
論文頁數: 112
中文關鍵詞: 連續方螺箍
外文關鍵詞: transverse, rectangular, beams, continuous
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  • 隨著人口密度越來越大,建築的需求也越來越大,而我們對鋼筋混凝土的用量需求也漸漸提高,故我們要增加鋼筋的使用效率。潤弘精密工程自2000年起開始推行鋼筋自動化,至今已超過十年的時間,期間累積相關專利達數十項,多數專利已成功應用於實際案例中,且證實對工程節能減碳、提高施工品質、落實安衛管理及降低技術工倚賴等方面有明顯效益。 為提昇產業自動化水準、落實營建節能減碳政策,其研發出的螺箍筋,能有效節省鋼筋用量,節省成本。


    As population density increases, demand for construction is also growing, and our reinforced concrete gradually increase the amount of demand, so we want to increase the efficient use of reinforcement. Run-Hong Precision Engineering since 2000 launched automated steel, has been more than a decade, the cumulative period of up to dozens of related patents, most patent has been successfully applied to actual cases and confirmed the project reduce carbon emissions, improve construction aspects of quality, the implementation of safety and health management and reduce reliance on skilled workers and other significant benefits. To enhance the level of industrial automation, the implementation of building energy saving and carbon reduction policy, which developed out of the spiral stirrups can effectively save steel consumption, cost savings.

    摘要 I 目次 III 表目錄 IV 圖目錄 VI 第一章 簡介 1 1.1研究背景 1 1.2文獻回顧 2 1.3本研究目標 6 第二章 試體規劃 7 2.1方螺箍梁柱試體製作 7 2.2試體裝置 15 2.3儀器裝設 17 2.4測試方法 24 第三章 測試結果 27 3.1材料試驗 27 3.2遲滯迴圈與破壞行為 30 3.3剪應變與曲率 38 3.4應變計量測 45 第四章 結論 47 參考文獻 50 附錄A 52 試體BC1 53 試體BC2 61 試體BC3 69 附錄B 82 試體BC1 83 試體BC2 93 試體BC3 103

    1. Hirosawa, M., “Strength and Ductility of Reinforced Concrete Members,” Report No. 76, Building Research Institute, Ministry of Construction, Tokyo, Mar. 1977 (in Japanese). Also, data in Civil Engineering Studies, Structural Research Series No. 452, University of Illinois, 1978

    2. Concrete Design Committee (P3101), “Concrete Structures Standard (NZS3101:1995),” Standards New Zealand, Wellington, 1995, Part 1, 256 pp., and Part 2, 264 pp.

    3. Park, R., and Dai, R., “Ductility of Doubly Reinforced Concrete Beam Sections,” ACI Structural Journal, V. 85, No. 2, March-April 1988, pp. 217-225.

    4. Popov, E. P.; Bertero, V. V.; and Krawinkler, H., “Cyclic Behavior of Three R/C Flexural Members with High Shear,” EERC Report No. 72-5, Earthquake Engineering Research Center, University of California, Berkeley, Oct. 1972.

    5. Wight, J. K., and Sozen, M. A., “Shear Strength Decay of RC Columns under Shear Reversals,” Proceedings, ASCE, V. 101, ST5, May 1975, pp. 1053-1065

    6. Guimares, G. N.; Kreger, M. E.; and Jirsa, J. O., “Evaluation of Joint-Shear Provisions for Interior Beam-Column-Slab Connections Using High Strength Materials,” ACI Structural Journal, V. 89, No. 1, Jan.-Feb. 1992, pp. 89-98.

    7. Griezic, A.; Cook, W. D.; and Mitchell, D., “Tests to Determine Performance of Deformed Welded-Wire Fabric Stirrups,” ACI Structural Journal, V. 91, No. 2, Mar.-Apr. 1994, pp. 211-220.

    8. Furlong, R. W.; Fenves, G. L.; and Kasl, E. P., “Welded Structural Wire Reinforcement for Columns,” ACI Structural Journal, V. 88, No. 5, Sept.-Oct. 1991, pp. 585-591.

    9. Angelakos, D.; Bentz, E. C.; and Collins, M. D., “Effect of Concrete Strength and Minimum Stirrups on Shear Strength of Large Members,” ACI Structural Journal, V. 98, No. 3, May-June 2001, pp. 290-300.

    10. Becker, R. J., and Buettner, D. R., “Shear Tests of Extruded Hollow Core Slabs,” PCI Journal, V. 30, No.2, Mar.-Apr. 1985.

    11. Anderson, A. R., “Shear Strength of Hollow Core Members,” Technical Bulletin 78-81, Concrete Technology Associates, Tacoma, WA, Apr. 1978, 33pp.

    12. Olesen, S. E.; Sozen, M. A.; and Siess, C. P., “Investigation of Prestressed Reinforced Concrete for Highway Bridges, Part IV: Strength in Shear of Beams with Web Reinforcement,” Bulletin No. 493, University of Illinois, Engineering Experiment Station, Urbana, 1967.

    13. Anderson, N. S., and Ramirez, J. A., “Detailing of Stirrup Reinforcement,” ACI Structural Journal, V. 86, No. 5, Sept.-Oct. 1989, pp. 507-515.

    14. Leonhardt, F., and Walther, R., “The Stuttgart Shear Tests,” C&CA Translation, No. 111, Cement and Concrete Association, 1964, London, 134 pp.

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