Performance assessment of bridge piers designed or retrofitted with steel-concrete hybrid structural systems 鋼-コンクリート混合構造システムを用いて設計または補強された橋脚の性能評価
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著者
書誌事項
- タイトル
-
Performance assessment of bridge piers designed or retrofitted with steel-concrete hybrid structural systems
- タイトル別名
-
鋼-コンクリート混合構造システムを用いて設計または補強された橋脚の性能評価
- 著者名
-
黄, 玲
- 著者別名
-
ファン, リン
- 学位授与大学
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九州大学
- 取得学位
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博士 (工学)
- 学位授与番号
-
甲第5110号
- 学位授与年月日
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2000-03-27
注記・抄録
博士論文
目次
- Table of Contents / p5 (0005.jp2)
- Acknowledgements / p3 (0004.jp2)
- Table of Contents / p5 (0005.jp2)
- Chapter1:Introduction / p1 (0008.jp2)
- 1.1 Background of the Research / p1 (0008.jp2)
- 1.2 Literature Review / p3 (0009.jp2)
- 1.3 Organization of Thesis / p5 (0010.jp2)
- References / p7 (0011.jp2)
- Chapter2:Nonlinear Finite Element Method for Reinforced Concrete Structures / p9 (0012.jp2)
- 2.1 Introduction / p9 (0012.jp2)
- 2.2 Formulation of Finite Element Method / p13 (0014.jp2)
- 2.3 Concrete Modeling / p18 (0017.jp2)
- 2.4 Steel Modeling / p28 (0022.jp2)
- References / p31 (0023.jp2)
- Chapter3:Finite Element Prediction for the Performance of Repaired/Retrofitted RC Piers / p33 (0024.jp2)
- 3.1 Introduction / p33 (0024.jp2)
- 3.2 Safety Assessment of Existing RC Bridge Pier / p35 (0025.jp2)
- 3.3 Assessment of Different Retrofit Measures for Deficient Pier / p44 (0030.jp2)
- 3.4 Concluding Remarks / p51 (0033.jp2)
- References / p52 (0034.jp2)
- Chapter4 Seismic Evaluation and Retrofit of Tall SRC Bridge Piers with Hollow Cross Section / p53 (0034.jp2)
- 4.1 Introduction / p53 (0034.jp2)
- 4.2 Seismic Design Method for Concrete Bridge Piers in Japan / p54 (0035.jp2)
- 4.3 Seismic Evaluation of a Tall Existing SRC Bridge Pier with Hollow Cross Section / p60 (0038.jp2)
- 4.4 Seismic Retrofit of Tall SRC Pier / p69 (0042.jp2)
- 4.5 Boundary Condition of Embedded Truss / p72 (0044.jp2)
- 4.6 Concluding Remarks / p75 (0045.jp2)
- References / p76 (0046.jp2)
- Chapter5:Experimental Study on Seismic Performance of Tall SRC Piers with Hollow Cross Section / p78 (0047.jp2)
- 5.1 Introduction / p78 (0047.jp2)
- 5.2 Details of Test Specimens / p79 (0047.jp2)
- 5.3 Testing Procedure / p83 (0049.jp2)
- 5.4 Experimental Results and Discussions / p85 (0050.jp2)
- 5.5 Inelastic Finite Element Analysis of Tested Tall SRC Pier Models / p93 (0054.jp2)
- 5.6 Concluding Remarks / p98 (0057.jp2)
- Chapter6:Structural Performance of Girder-to-RC Column Connection for New Cantilever-Construction Steel Bridges / p101 (0058.jp2)
- 6.1 Introduction / p101 (0058.jp2)
- 6.2 Numerical Modeling of Steel-Concrete Interface / p104 (0060.jp2)
- 6.3 Numerical Simulation of Experimental Model for Steel Girder-to-RC Pier Connection / p112 (0064.jp2)
- 6.4 Analyses of Prototype Steel Girder-to-RC Pier Connection / p119 (0067.jp2)
- 6.5 Force Transfer Mechanism of Steel Girder-to-Pier Connection / p128 (0072.jp2)
- 6.6 Longitudinal Diaphragms to Enhance the Connection Performance / p133 (0074.jp2)
- 6.7 Concluding Remarks / p141 (0078.jp2)
- References / p142 (0079.jp2)
- Appendix 6.2.3 a) / p143 (0079.jp2)
- Appendix 6.2.3 b) / p145 (0080.jp2)
- Chapter 7:Conclusion / p149 (0082.jp2)