研究生: |
許書豪 Shu-Hao Xu |
---|---|
論文名稱: |
高剪力比鋼筋混凝土梁柱接頭使用擴頭鋼筋錨定之耐震行為研究 Study on Seismic Behavior of Headed-Bars in Reinforced Concrete of Exterior Beam-Column Joints with High Shear Ratio |
指導教授: |
邱建國
Chien-Kuo Chiu |
口試委員: |
廖文義
Wen-I Liao 林克強 Ker-Chun Lin 陳君弢 Chun-Tao Chen |
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: | 2014 |
畢業學年度: | 102 |
語文別: | 中文 |
論文頁數: | 196 |
中文關鍵詞: | 梁柱接頭 、擴頭鋼筋 、錨定長度 |
外文關鍵詞: | Beam-Column Joints, Head Bars, Development of Reinforcement |
相關次數: | 點閱:346 下載:13 |
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本研究共進行六組外柱梁柱接頭試驗,混凝土設計強度為34.3 MPa,鋼筋主筋採用SD420W材質,主要針對高的梁柱交會區剪力需求與容量比(Vjh/Vn=1.00,0.85及0.74)之梁柱接頭,探討梁主筋採用T頭鋼筋錨定於梁柱交會區之接頭耐震性能,並研究受交會區剪力需求與容量比效應之影響.同時也探討ACI 318-11,ACI 352-02與AIJ-2010三種規範建議之擴頭鋼筋埋置長度對接頭耐震性能的影響與適用性.
In this study, the six groups of column joint tests are mainly for the shear zone demand and capacity (Vjh / Vn = 1.00,0.85 and 0.74 ) of beam-column joints it the intersection area, which concrete strength is 35 MPa, using SD420 reinforcement material, discuss the seismic performance of T-head reinforcement anchored in the joint area, and also explain the influence of the shear zone demand and the capacity ratio effect . This study also explore the seismic performance and applicability of T-head steel embedded length using three kinds of specification, ACI 318-11, ACI 352-02 and AIJ-2010.
1. 林克強,陳政宇,「高拉力鋼筋T頭錨定梁柱接頭行為研究」,第十屆中華民國結構工程研討會,桃園,2010年12月.
2. 邱建國,林克強,高文良,「T頭鋼筋錨定於梁柱接頭之行為研究」,國立台灣科技大學營建工程系碩士學位論文,2012年6月.
3. Thomas H.-K. Kang, Sang-Su Ha, and Dong-Uk Choi,'Seismic Assessment of Beam-to-Column Interaction Utilizing Headed Bar', October 12-17, 2008.
4. Thomas H.-K. Kang, Nilanjan Mitra,'Prediction of performance of exterior beam-column connections with headed bars subject to load reversal',Engineering Structures 41 (2012) 209–217.
5. 「建築物耐震設計規範及解說」,內政部營建署,臺北 (2006).
6. ACI-ASCE Committee 352,'Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures,'ACI Journal, Proceedings, 2002.
7. ASTM A970/A970M-97,'Standard Specification for Headed Steel Bars for Concrete Reinforcement', American Society for Testing and Materials, West Conshohocken, Pennsylvania, 1997.
8. ACI Committee 318,'Building Code Requirements for Structural Concrete and Commentary,'American Concrete Institute, Farmington Hills, 2011.
9. 日本建築學會,鉄筋コンクリート造建物の韌性保証型耐震設計指針・同解說,1999.
10. ACI Committee 374.1-05,'Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary.',2005.
11. 孔祥嵐,「巨大變形鋼骨梁柱交會區之梁柱接頭行為研究」,國立台灣大學土木工程系所碩士論文,台北,1998.
12. 黃俊賢,「鋼筋混凝土梁柱交會區內不連續梁主筋彎鉤配置細節之研究」,國立淡江大學土木工程系所碩士論文,台北,2011.