Seismic behavior and design of square tube reinforced concrete columns 正方形鋼管横補強鉄筋コンクリート柱の耐震性能及び耐震設計
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著者
書誌事項
- タイトル
-
Seismic behavior and design of square tube reinforced concrete columns
- タイトル別名
-
正方形鋼管横補強鉄筋コンクリート柱の耐震性能及び耐震設計
- 著者名
-
Amin Mohamed Aklan
- 著者別名
-
アミン モハメド アクラン
- 学位授与大学
-
九州大学
- 取得学位
-
博士(工学)
- 学位授与番号
-
甲第4562号
- 学位授与年月日
-
1999-02-26
注記・抄録
博士論文
目次
- APPROVAL / p1 (0004.jp2)
- ABSTRACT / p1 (0005.jp2)
- DEDICATION / p3 (0006.jp2)
- TABLE OF CONTENTS / p4 (0007.jp2)
- ACKNOWLEDGEMENTS / p8 (0009.jp2)
- CHAPTER ONE:INTRODUCTION / p1 (0009.jp2)
- 1.1 General / p2 (0010.jp2)
- 1.2 Research Background / p4 (0011.jp2)
- 1.3 Objectives and Significance / p5 (0011.jp2)
- 1.4 Dissertation Structure / p6 (0012.jp2)
- Chapter References / p9 (0013.jp2)
- CHAPTER TWO:CONCRETE CONFINEMENT AND MODELING / p11 (0014.jp2)
- 2.1 The Concept of Confined Concrete / p12 (0015.jp2)
- 2.2 Modeling of Confined Concrete / p17 (0017.jp2)
- Chapter References / p21 (0019.jp2)
- CHAPTER THREE:FLEXURAL BEHAVIOR OF SQUARE TUBED COLUMNS UNDER PURE BENDING / p23 (0020.jp2)
- 3.1 Introduction / p24 (0021.jp2)
- 3.2 Objective and Significance of the Research / p26 (0022.jp2)
- 3.3 Specimens and Test Set-Up / p27 (0022.jp2)
- 3.4 Test Results and Discussion / p33 (0025.jp2)
- 3.5 Conclusions / p48 (0033.jp2)
- Chapter References / p50 (0034.jp2)
- CHAPTER FOUR:SEISMIC BEHAVIOR OF SQUARE TUBED COLUMNS / p52 (0035.jp2)
- 4.1 Introduction / p53 (0035.jp2)
- 4.2 Experimental Parameters and Research Significance / p53 (0035.jp2)
- 4.3 Properties of Material Used / p56 (0037.jp2)
- 4.4 Test Specimens / p59 (0038.jp2)
- 4.5 Experimental Set Up and Testing Procedure / p67 (0042.jp2)
- 4.6 Experimental Results and Discussion / p74 (0046.jp2)
- 4.7 Conclusions / p100 (0059.jp2)
- Chapter References / p103 (0060.jp2)
- CHAPTER FIVE:DESIGN METHOD OF ULTIMATE FLEXURAL AND SHEAR STRENGTHS OF TUBED RC COLUMNS / p104 (0061.jp2)
- 5.1 Ultimate State and Strain / p105 (0061.jp2)
- 5.2 Method for Calculating Ultimate Moment / p105 (0061.jp2)
- 5.3 A Simplified Method / p109 (0063.jp2)
- 5.4 Ultimate Shear Strength / p116 (0067.jp2)
- 5.5 Conclusions / p124 (0071.jp2)
- Chapter References / p129 (0073.jp2)
- CHAPTER SIX:DESIGN METHOD FOR ULTIMATE DEFORMATION CAPACITY OF SQUARE TUBED COLUMNS / p130 (0074.jp2)
- 6.1 Ultimate Deformation Capacity / p131 (0074.jp2)
- 6.2 Design Method for Ultimate Deformation Capacity / p135 (0076.jp2)
- 6.3 Application of the Design Equation / p137 (0077.jp2)
- 6.4 Conclusions / p143 (0080.jp2)
- Chapter References / p144 (0081.jp2)
- CHAPTER SEVEN:CONCLUSIONS AND RECOMMENDATIONS FOR FUTURE RESEARCH / p145 (0081.jp2)
- 7.1 Conclusions / p146 (0082.jp2)
- 7.2 Recommendations for Future Research / p148 (0083.jp2)
- APPENDICES(For Chapters 4～6) / p150 (0084.jp2)
- APPENDIX A:Stress-Strain Curves of Concrete(All Specimens) / A-1 / (0084.jp2)
- APPENDIX B:Cyclic&Envelope Curves(2B&3B Series) / B-1 / (0085.jp2)
- APPENDIX C:Tube Strain at First Forward Peaks / C-1 / (0092.jp2)
- APPENDIX D:Rebar Strain at First Forward Peaks / D-1 / (0104.jp2)
- APPENDIX E:Prominent Shear Equations / E-1 / (0109.jp2)
- APPENDIX F:Drift Angle at 95% Lateral Load Capacity(R₀.₉₅ Index) / F-1 / (0114.jp2)
- APPENDIX G:Drift Angle at 90% Lateral Load Capacity(R₀.₉₀ Index) / G-1 / (0118.jp2)