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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 歐昱辰(Yu-Chen Ou) | |
| dc.contributor.author | Wei-Ru Wang | en |
| dc.contributor.author | 王威儒 | zh_TW |
| dc.date.accessioned | 2021-06-08T02:49:38Z | - |
| dc.date.copyright | 2020-09-16 | |
| dc.date.issued | 2020 | |
| dc.date.submitted | 2020-08-28 | |
| dc.identifier.citation | [1] Sheikh, T.M., Yura, J.A., and Jirsa, J.O. (1987), ”Moment Connections between Steel Beams and Concrete Columns.” PMFSEL Report No. 87-4, University of Texas at Austin, Texas. [2] Deierlein, G.G., Yura, J.A., and Jirsa, J.O. (1988), “Design of Moment Connections for Composite Framed Structures.” PMFSEL Report No. 88-1, University of Texas at Austin, Texas. [3] Kanno, R. (1993), “Strength, Deformation, and Seismic Resistance of Joints Between Steel Beams and Reinforced Concrete Columns.”, Ph.D. Thesis, Cornell University, Ithaca, NY. [4] Sakaguchi, N., Tominaga, H., Murai, Y., Takase, Y., and Shuto, K. (1988), ” Strength and Ductility of Steel Beam-RC Column Joint.”, Proceedings of Ninth World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan. [5] ASCE Task Committee on Design Criteria for Composite Structures in Steel and Concrete (1994), “Guidelines for design of joints between steel beams and reinforced concrete columns.” Journal of Structural Engineering, ASCE, 120 (8), 2330-2357. [6] Deierlein, GG. et al. (2015), “Design of Composite RCS Special Moment Frames.” Blume Earthquake Engineering Center Technical Report 189. Stanford Digital Repository. [7] Parra-Montesinos GJ, Liang X, Wight JK, (2003), 'Towards deformation-based capacity design of RCS beam–column connections,' Engineering Structures, V. 25, No. 5, pp. 681-90. [8] 于瑞佐，1998，「鋼梁與鋼筋混凝土柱混合型結構梁柱接頭韌性行為研究」，國立台灣大學土木工程學研究所博士論文，蔡克銓指導。 [9] 蔡克銓，陳沛清，2002，「鋼梁與RC柱複合構架之構件與接合行為研究」，國家地震工程研究中心, 報告編號NCREE-02-014。 [10] 錢沛鴻，2002，「樓版對鋼梁與鋼筋混凝土柱接頭複合行為研究」，國立高雄第一科技大學營建工程學系碩士論，鄭錦銅指導。 [11] 陳誠直，林南交，2002，「鋼筋混凝土柱與鋼梁接頭行為」，國家地震工程研究中心，報告編號NCREE-02-018。 [12] Parra-Montesinos GJ, Wight JK. (2001), “Modeling shear behavior of hybrid RCS beam-column connections.” Journal of Structural Engineering, ASCE, 127(1):3-11. [13] Ryoichi Kanno and Gregory G. Deierlein (2000) “DESIGN MODEL of JOINTS FOR RCS FRAMES’’ Composite Construction in Steel and Concrete IV, ASCE. [14] Deierlein, GG. et al. (2015). “Design of Composite RCS Special Moment Frames.” Blume Earthquake Engineering Center Technical Report 189. Stanford Digital Repository. [15] 「混凝土結構設計規範」，中華民國內政部營建署，民106修。 [16] 「鋼骨鋼筋混凝土構造設計規範與解說」，中華民國內政部營建署，民100修。 [17] C.B.Chadewll and R. A. Imbsen, 'XTRACT: A Tool for Axial Force-Ultimate Curvature Interactions', ASCE, Structure, pp1-9. [18] Salim Razvi (1999) “Confinement Model for High-Strength Concrete” Journal of Structural Engineering. [19] Mander J. B., Priestly M. J. N.,and Park R. (1988), 'Theoretical stress strain model for confined concrete, Journal of Structural Engineering', ASCE, 114(8), 1804-1826. [20] FEMA-350 (2000),“Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings.”, prepared by the SAC Join Venture for theFederal Emergency Management Agency, Washington, DC. [21] 「鋼結構極限設計法規範及解說」，中華民國內政部營建署，民99修。 [22] ACI Committee. 'Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318R-05).' American Concrete Institute, 2005. [23] 洪曉慧、張國鎮、宋裕祺、王瑞禎、劉光晏、王柄雄，2012，「多螺箍橋墩設計施工手冊」，，營建自動化橋梁墩柱工法之研究（第1期），交通部國工局委託研究報告：172。 [24] 「混凝土結構設計規範」，中華民國內政部營建署，民108修。 [25] D. E. Branson (1970), ’’LOSS OF PRESTRESS, CAMBER AND DEFLECTION OF NON-COMPOSITE AND COMPOSITE PRESTRESSED CONCRETE STRUCTURES’’ Presented at the Sixth Congress of the FederationInternationale de Ia Precontrainte, Prague, Czechoslovakia. [26] ASTM C39/C39M-03 (2014), 'Standard Test Method for Compressive Strength of Cylindrical Concrete Speciments.' [27] ACI 374.1 (2005), 'Acceptance Criteria for Moment Franes Based on Structural Testing and Commentary.': American Concrete Institute. [28] AISC (2016), Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-16, American Institute of Steel Construction,Chicago, IL. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/20465 | - |
| dc.description.abstract | 以往RCS梁柱接頭之混凝土材料為常重混凝土，本次研究將使用高強度鋼筋混凝土材料，透過高強度材料之使用，可以縮減構材尺寸，以提高RC建築結構適用之最高樓層數。New RC柱的使用將可使所開發系統應用於高樓建築，鋼梁的使用將增大梁的跨度，特別適用於商辦建築之使用。 本研究主要探討高強度鋼筋混凝土柱與鋼梁貫穿型接頭之耐震行為，以4種RCS接頭模型設計試體，分析實驗結果，比較模型對於接頭剪力強度之準確度。為此設計八座大尺寸梁柱接頭試體，其中七座為十字型試體、一座為卜字型試體。試驗方法為於梁端施加反覆加載，柱之上下端固定住，以模擬韌性抗彎構架抵抗側向力之行為。不同以往RCS研究，考量實務上建物偶有偏心梁之設計，為確保NEW RCS之偏心梁設計亦可應用於實務上，設計之八座試體中，有四座為偏心試體，其中同側偏心與異側偏心各兩座，觀察其耐震行為並提出建議之接頭細部設計細節，包含偏心接頭之補強與接頭箍筋減量設計。 | zh_TW |
| dc.description.abstract | Conventionally, the concrete material of RCS is ordinary concrete, hence, in order to reduce the size of the structure and further increase the maximum number of floors applicable to the RC building structure, this research focuses on the use of high-strength reinforced concrete. The use of the proposed New RC columns enables to be applied to high-rise buildings, while of steel beams increase the span of beams which are especially suitable for commercial and office buildings. This study aims to evaluate the seismic behavior of through-beam joints of high-strength reinforced concrete columns and steel beams. Via experimental study, four types of RCS models are applied to design specimens to which the accuracy of the models with respect to the strength of joint shear can be compared. Totally eight large-scale beam-columns joint specimens are designed, while seven of them are interior joints, and one of them is exterior joints. The testing methodology is to apply duplicated loading on the beam end, and simulate the behavior of the moment-resisting frame against lateral force by fixing the upper and lower ends of the columns. Additionally, different from the previous RCS research, considering the design of buildings with occasional eccentric beams, in order to ensure that the design of eccentric beams of the NEW RCS can also be applied in practice, four of the eight designed specimens are eccentric specimens, of which two of them are same-side eccentric and the other two are different-side eccentirc. At the same time, proposing the detailed design of joints, including the reinforcement of eccentric joints and the design of joint stirrup reduction, by observing the seismic behavior of eccentric beams. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-08T02:49:38Z (GMT). No. of bitstreams: 1 U0001-2708202022395100.pdf: 46863549 bytes, checksum: b8864319c49b4d676cef3b9f1bccc11b (MD5) Previous issue date: 2020 | en |
| dc.description.tableofcontents | 目錄 摘要 i Abstract iii 目錄 v 圖目錄 ix 表目錄 xiii 第一章 緒論 1 1.1 研究背景 1 1.2 研究目的 2 1.3 研究方法 2 第二章 文獻回顧 3 2.1 RCS研究回顧 3 2.1.1 國外RCS接頭形式 3 2.1.2 台灣RCS研究回顧[8] 5 2.2 RCS接頭設計模型 6 2.2.1 ASCE Guideline[5] 6 2.2.2 Para與Wight[12] 11 2.2.3 Kanno及Deierlein(2000)[13] 12 2.2.4 Stanford University(2015)[14] 16 第三章 試體設計 19 3.1 梁柱試體參數規劃 19 3.1.1 十字型梁柱試體 20 3.1.2 IHS、IDEHS、ISEHS 20 3.1.3 IHF、IDEHF、ISEHF 20 3.1.4 IOS 21 3.1.5 EHF 21 3.2 試體製作 26 3.3 斷面分析與試體設計 27 3.3.1 強柱弱梁 27 3.3.2 梁側推力與柱層剪力檢核 29 3.3.3 柱箍筋與接頭箍筋減量設計 32 3.3.4 接頭偏心設計 34 3.3.5 接頭剪力檢核 35 第四章 實驗計畫 37 4.1 材料試驗 37 4.1.1 混凝土抗壓試驗 37 4.1.2 鋼筋抗拉試驗 39 4.1.3 鋼板抗拉試驗 39 4.2 梁柱接頭試體實驗規劃與測試方法 40 4.2.1 試驗配置 40 4.2.2 測試方法 43 4.2.3 外部光學空間座標監測系統(NDI)規劃與量測 44 4.2.4 試體應變計規劃 48 第五章 實驗結果與分析 51 5.1 梁柱接頭各式體試驗過程敘述 51 5.1.1 剪力破壞之內部接頭(IHS) 51 5.1.2 梁塑鉸破壞內部接頭(IHF) 53 5.1.3 剪力破壞之常重混凝土柱內部接頭(IOS) 54 5.1.4 剪力破壞之異側偏心內部接頭(IDEHS) 56 5.1.5 剪力破壞之同側偏心內部接頭(ISEHS) 58 5.1.6 梁塑鉸破壞之異側偏心內部接頭(IDEHF) 59 5.1.7 梁塑鉸破壞之同側偏心內部接頭(ISEHF) 61 5.1.8 梁塑鉸破壞外部接頭(EHF) 62 5.2 載重與位移關係 65 5.2.1 遲滯迴圈與包絡線 65 5.2.2 曲率 69 5.2.3 剪應變 75 5.3 變形分量 80 5.4 試體韌性行為 83 5.5 試驗強度比較 84 第六章 結論 89 參考文獻 91 附錄A 各試體應變計 95 IHS 95 IHF 102 IOS 108 IDEHS 115 ISEHS 123 IDEHF 130 ISEHF 136 EHF 142 附錄B 各式體試驗照片 147 IHS 147 IHF 162 IOS 177 IDEHS 190 ISEHS 205 IDEHF 219 ISEHF 235 EHF 250 | |
| dc.language.iso | zh-TW | |
| dc.title | 高強度鋼筋混凝土柱與鋼梁貫穿型接頭耐震行為 | zh_TW |
| dc.title | Seismic Behavior of Through-Beam Joints of High-Strength Reinforced Concrete Columns and Steel Beams | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 108-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 周中哲(CHUNG-CHE CHOU),王瑞禎(JUI-CHEN WANG) | |
| dc.subject.keyword | 鋼筋混凝土柱接鋼梁,梁柱接頭,梁貫穿型,五螺箍,接頭箍筋減量, | zh_TW |
| dc.subject.keyword | RCS,beam-column joint,through-beam type,five spirals,joint stirrup reduction, | en |
| dc.relation.page | 262 | |
| dc.identifier.doi | 10.6342/NTU202004185 | |
| dc.rights.note | 未授權 | |
| dc.date.accepted | 2020-08-28 | |
| 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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