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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 黃世建 | |
| dc.contributor.author | Chih-Hung Cheng | en |
| dc.contributor.author | 鄭志宏 | zh_TW |
| dc.date.accessioned | 2021-06-15T04:51:35Z | - |
| dc.date.available | 2010-08-10 | |
| dc.date.copyright | 2010-08-10 | |
| dc.date.issued | 2010 | |
| dc.date.submitted | 2010-07-30 | |
| dc.identifier.citation | [1] Paulay, T., “EERI Distinguished Lecture 1997 Professional Commitments to Earthquake Engineering” Earthquake Spectra, Vol. 14, No. 4, November 1998.
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J., “Shear Strength Prediction for Deep Beams,” ACI Structural Journal, Vol. 97, No. 3, May-June 2000, pp. 367-376. [22] 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. [23] 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. [24] Schäfer, K., “Strut-and-Tie Models for the Design of Structural Concrete,” Notes of Workshop, Department of Civil Engineering, National Cheng Kung University, Taiwan 1996 , pp. 140. [25] Vecchio, F. J., and Collins, M. P., “Compression Response of Cracked Reinforced Concrete,” Journal of Structural Engineering, ASCE, Vol. 119, No. 12, 1993, pp. 3590-3610. [26] Zhang L. X. B., and Hsu, T. T. C., “Behavior and Analysis of 100MPa Concrete Membrane Elements,” Journal of Structural Engineering, ASCE, Vol. 124, No. 1, 1998, pp. 24-34. [27] 李宏仁、黃世建，「鋼筋混凝土結構不連續區域之剪力強度評估-軟化壓拉桿模型簡算法之實例應用」，結構工程，第十七卷，第四期，第53-70頁，2002。 [28] 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 2002, pp. 1519-1526. [29] Galano, L., and Vignoli, A., “Seismic Behavior of Short Coupling Beams with Different Reinforcement Layouts,” ACI Structural Journal,V. 97, No. 6, Nov.-Dec. 2000, pp. 876-885. [30] Foster,S. J., and Gilbert, R. I., “The design of nonflexural members with normal and high-strength concrete,” ASCE Structural Journal, Vol. 93, No. 1, 1996, pp. 3-10 [31] Schlaich, J.; Schäfer, K; Jennewein, M., “Toward a Consistent Design of Reinforced Concrete Structures,” PCI Journal, Vol. 32, No.3, May-June 1987, pp. 74-150. [32] Wong, P. K. C., Priestly, M. J. N., Park, R., “Seismic Resistance of Frames with Vertically Distributed Longitudinal Reinforcement in Beams,” ACI Structural Journal, July-August, 1990, pp. 488-498. [33] Lim, E., Hwang, S. J. and Lee, H. J. “Shear Strength Prediction of Eccentric Beam-Column Joints,” Thomas T. C. Hsu Symposium on Shear and Torsion in Concrete Structures, SP-265, American Concrete Institute, Farmington Hills, MI, 2009, pp. 19-46. [34] Bali, I., and Hwang, S. J., “Strength and Deflection Prediction of Double-Curvature Reinforced Concrete Squat Walls,” Structural Engineering and Mechanics, 2007, Vol. 27, No. 4, pp. 501-521. [35] Fortney P. J., Rassati G. A., Shahrooz B. M., “Investigation on Effect of Transverse Reinforcement on Performance of Diagonally Reinforced Coupling Beams” ACI Structural Journal, Vol. 105, No. 6 , November-December, 2008, [36] Yavari, S., Lin, S. H., Wu, C. L., Elwood, K. J., Hwang, S. J. and Moehle, J. P., “Experimental Study on Dynamic Behavior of Multi-Story Reinforced Concrete Frames with Non-Seismic Detailing,” ATC & SEI 2009 Conference on Improving the Seismic Performance of Existing Buildings and Other Structures, San Francisco, United States, Dec, 2009, pp. 9-11. [37] 李宏仁、王淑真，(2009)「論新世代鋼筋續接器性能評定方法」，混凝土科技，第三卷，第二期，第58-67頁。 [38] 陳穎治，「鋼筋混凝土構件在反覆載重作用下撓剪強度研究」，碩士論文，國立台灣科技大學營建工程系，台北，民國93年。 [39] 涂耀賢，「低矮型RC牆暨構架之側向載重位移曲線預測研究」，博士論文，國立台灣科技大學營建工程系，台北，民國94年1月。 [40] 梁宇宸，「鋼筋—鋼筋混凝土柱結構系統梁柱交會區剪力強度評估」，國立台灣科技大學，碩士論文，2002年6月。 [41] 周煌燦，「鋼筋混凝土角隅接頭承受單向彎矩作用之強度行為研究」，國立台灣科技大學，博士論文，2005年1月。 [42] 錢宗國，「非韌性鋼筋混凝土短柱受撓剪破壞之耐震行為曲線研究」，碩士論文，國立台灣大學土木工程學系，台北，民國97年。 [43] 黃世建、方文宏、李宏仁，「鋼筋混凝土低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，1999，第763-772頁。 [44] 郭武威，「在地震力作用下非韌性鋼筋混凝土構架倒塌行為研究」，博士論文，國立台灣科技大學營建工程系，台北，542頁，民國97年。 [45] Kuo, W. W., Cheng, T. J., and Hwang, S. J., “Force Transfer Mechanisms and Shear Strength of Reinforced Concrete Beam,” Engineering Structures. [46] MacGregor, J. G., Reinforced Concrete: Mechanics and Design, 3rd Edition, Prentice Hall Inc., Englewood Cliffs, NJ, 1997, pp. 939. [47] Chen, Y. Z., “The Study on Shear Strength Degradation of Plastic Hinge of Reinforced Concrete Beam Members,” Master thesis, Department of Construction Engineering, National Taiwan University of Science and Technology, Taiwan, R.O.C., pp. 179. [48] Moretto, O., “An Investigation of the Strength of Welded Stirrups in Reinforced Concrete Beams,” ACI Journal, Proceedings 1945 Vol. 42, No. 2, pp. 141-162. [49] 中國土木水利工程學會，「混凝土工程設計規範與解說(土木401-96)」，科技圖書，民國96年。 [50] 陳威志，「梁翼切削與弱梁柱交會區共存型梁柱接頭韌性行為研究」，碩士論文，國立台灣大學土木工程系，台北，120頁，民國88年。 [51] Hakuto S., Park R., Tanaka H., “Seismic Load Tests on Interior and Exterior Beam-Column Joints with Substandard Reinforcing Details,” ACI Structural Journal, 2000, 97(1): 11-25. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/46022 | - |
| dc.description.abstract | 鋼筋混凝土剪力連接梁於剪力牆系統中扮演重要之角色。剪力牆多於電梯間或常被做開孔以設計門窗，如此將造成剪力牆抵抗側力之能力下降，而配置鋼筋混凝土剪力連接梁於其中將可以補足整體剪力牆系統之韌性。此外，鋼筋混凝土剪力連接梁因為高剪力作用，故在配筋上較一般傳統配筋複雜，導致施工困難，因此本研究主要經由實驗與分析方式，來探討各種鋼筋於鋼筋混凝土剪力連接梁中扮演之角色與連接梁韌性之提升方式。
本研究共製作8座鋼筋混凝土剪力連接梁試體，固定跨深比並分別變化鋼筋排列方式、使用鋼纖維混凝土，在雙曲率變形與零軸壓之狀態下，進行反覆載重試驗，以瞭解鋼筋混凝土剪力連接梁受側力後之行為。本試驗結果顯示，依照彎矩圖配置傾斜鋼筋位置有助於提高試體之韌性，並且摻著鋼纖維混凝土亦有助於提升試體之韌性。最後，對於各種鋼筋於鋼筋混凝土剪力連接梁中所扮演之角色做一註解。 | zh_TW |
| dc.description.provenance | Made available in DSpace on 2021-06-15T04:51:35Z (GMT). No. of bitstreams: 1 ntu-99-R97521220-1.pdf: 35757599 bytes, checksum: c33d4a01f288da81b18ec6d808b59012 (MD5) Previous issue date: 2010 | en |
| dc.description.tableofcontents | 誌謝 I
摘要 III ABSTRACT V 表目錄 IX 圖目錄 XI 第一章 緒論 1 1.1. 研究動機與目的 1 1.2. 研究內容與方法 3 第二章 文獻回顧 5 2.1 前言 5 2.2 國外剪力連接梁之相關測試研究與結果 5 2.2.1 Paulay 與 Binney [15]剪力連接梁測試 5 2.2.2 Harries et al. [16] 回顧ACI 318-05 剪力連接梁設計細則 6 2.2.3 Canbolat et al. [9] 測試高性能混凝土剪力連接梁測試 6 2.2.4 Wallace [8] 簡化對角配筋形式之剪力連接梁測試 7 2.2.5 Satrio Tower [11]之剪力連接梁實例 7 2.3 軟化壓拉桿模型 8 2.4 郭武威之梁傳力機制與強度預測模型 16 2.5. 美國ACI 318-08 [7]規範於剪力連接梁之規定 19 第三章 試體規劃 23 3.1. 前言 23 3.2. 試體設計 24 3.2.1. 強度計算方法 24 3.2.2. 試體細部設計 29 3.3. 試體製作 35 3.3.1. 基礎施做 35 3.3.2. 梁體製作 36 3.4. 測試佈置 38 3.5. 量測系統佈置 42 3.5.1. 內部量測系統 42 3.5.2. 外部量測系統 42 3.6. 測試步驟 44 第四章 試驗結果與討論 47 4.1. 前言 47 4.2. 材料試驗 47 4.3. 試體載重與位移行為曲線 48 4.4. 應變計量測 53 4.5. 裂縫發展與破壞模式 57 4.6. 儀器量測 64 第五章 分析與討論 67 5.1. 前言 67 5.2. 分析與討論 67 第六章 結論與建議 75 6.1. 前言 75 6.2. 結論與建議 75 6.3. 未來與展望 78 參考文獻 79 附錄A 各試體之裂縫發展順序(手繪) 235 附錄B 各試體之載重-位移PEAK值記錄 259 | |
| dc.language.iso | zh-TW | |
| dc.subject | 韌性 | zh_TW |
| dc.subject | 剪力牆系統 | zh_TW |
| dc.subject | 鋼筋混凝土剪力連接梁 | zh_TW |
| dc.subject | 雙曲率變形 | zh_TW |
| dc.subject | 鋼纖維混凝土 | zh_TW |
| dc.subject | Shear wall system | en |
| dc.subject | Ductility | en |
| dc.subject | Steel fiber concrete | en |
| dc.subject | double curvature | en |
| dc.subject | Reinforced concrete coupling beams | en |
| dc.title | 鋼筋混凝土剪力連接梁反覆載重測試之研究 | zh_TW |
| dc.title | Cyclic Loading Tests of Reinforced Concrete Coupling Beams for Shear Walls | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 98-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 張國鎮,林敏郎 | |
| dc.subject.keyword | 剪力牆系統,鋼筋混凝土剪力連接梁,雙曲率變形,鋼纖維混凝土,韌性, | zh_TW |
| dc.subject.keyword | Shear wall system,Reinforced concrete coupling beams,double curvature,Steel fiber concrete,Ductility, | en |
| dc.relation.page | 268 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2010-08-02 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
| 顯示於系所單位： | 土木工程學系 | |
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