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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

    • Amin Mohamed Aklan アミン モハメド アクラン

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

  1. APPROVAL / p1 (0004.jp2)
  2. ABSTRACT / p1 (0005.jp2)
  3. DEDICATION / p3 (0006.jp2)
  4. TABLE OF CONTENTS / p4 (0007.jp2)
  5. ACKNOWLEDGEMENTS / p8 (0009.jp2)
  6. CHAPTER ONE:INTRODUCTION / p1 (0009.jp2)
  7. 1.1 General / p2 (0010.jp2)
  8. 1.2 Research Background / p4 (0011.jp2)
  9. 1.3 Objectives and Significance / p5 (0011.jp2)
  10. 1.4 Dissertation Structure / p6 (0012.jp2)
  11. Chapter References / p9 (0013.jp2)
  12. CHAPTER TWO:CONCRETE CONFINEMENT AND MODELING / p11 (0014.jp2)
  13. 2.1 The Concept of Confined Concrete / p12 (0015.jp2)
  14. 2.2 Modeling of Confined Concrete / p17 (0017.jp2)
  15. Chapter References / p21 (0019.jp2)
  16. CHAPTER THREE:FLEXURAL BEHAVIOR OF SQUARE TUBED COLUMNS UNDER PURE BENDING / p23 (0020.jp2)
  17. 3.1 Introduction / p24 (0021.jp2)
  18. 3.2 Objective and Significance of the Research / p26 (0022.jp2)
  19. 3.3 Specimens and Test Set-Up / p27 (0022.jp2)
  20. 3.4 Test Results and Discussion / p33 (0025.jp2)
  21. 3.5 Conclusions / p48 (0033.jp2)
  22. Chapter References / p50 (0034.jp2)
  23. CHAPTER FOUR:SEISMIC BEHAVIOR OF SQUARE TUBED COLUMNS / p52 (0035.jp2)
  24. 4.1 Introduction / p53 (0035.jp2)
  25. 4.2 Experimental Parameters and Research Significance / p53 (0035.jp2)
  26. 4.3 Properties of Material Used / p56 (0037.jp2)
  27. 4.4 Test Specimens / p59 (0038.jp2)
  28. 4.5 Experimental Set Up and Testing Procedure / p67 (0042.jp2)
  29. 4.6 Experimental Results and Discussion / p74 (0046.jp2)
  30. 4.7 Conclusions / p100 (0059.jp2)
  31. Chapter References / p103 (0060.jp2)
  32. CHAPTER FIVE:DESIGN METHOD OF ULTIMATE FLEXURAL AND SHEAR STRENGTHS OF TUBED RC COLUMNS / p104 (0061.jp2)
  33. 5.1 Ultimate State and Strain / p105 (0061.jp2)
  34. 5.2 Method for Calculating Ultimate Moment / p105 (0061.jp2)
  35. 5.3 A Simplified Method / p109 (0063.jp2)
  36. 5.4 Ultimate Shear Strength / p116 (0067.jp2)
  37. 5.5 Conclusions / p124 (0071.jp2)
  38. Chapter References / p129 (0073.jp2)
  39. CHAPTER SIX:DESIGN METHOD FOR ULTIMATE DEFORMATION CAPACITY OF SQUARE TUBED COLUMNS / p130 (0074.jp2)
  40. 6.1 Ultimate Deformation Capacity / p131 (0074.jp2)
  41. 6.2 Design Method for Ultimate Deformation Capacity / p135 (0076.jp2)
  42. 6.3 Application of the Design Equation / p137 (0077.jp2)
  43. 6.4 Conclusions / p143 (0080.jp2)
  44. Chapter References / p144 (0081.jp2)
  45. CHAPTER SEVEN:CONCLUSIONS AND RECOMMENDATIONS FOR FUTURE RESEARCH / p145 (0081.jp2)
  46. 7.1 Conclusions / p146 (0082.jp2)
  47. 7.2 Recommendations for Future Research / p148 (0083.jp2)
  48. APPENDICES(For Chapters 4~6) / p150 (0084.jp2)
  49. APPENDIX A:Stress-Strain Curves of Concrete(All Specimens) / A-1 / (0084.jp2)
  50. APPENDIX B:Cyclic&Envelope Curves(2B&3B Series) / B-1 / (0085.jp2)
  51. APPENDIX C:Tube Strain at First Forward Peaks / C-1 / (0092.jp2)
  52. APPENDIX D:Rebar Strain at First Forward Peaks / D-1 / (0104.jp2)
  53. APPENDIX E:Prominent Shear Equations / E-1 / (0109.jp2)
  54. APPENDIX F:Drift Angle at 95% Lateral Load Capacity(R₀.₉₅ Index) / F-1 / (0114.jp2)
  55. APPENDIX G:Drift Angle at 90% Lateral Load Capacity(R₀.₉₀ Index) / G-1 / (0118.jp2)
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各種コード

  • NII論文ID(NAID)
    500000171538
  • NII著者ID(NRID)
    • 8000000171812
  • DOI(NDL)
  • NDL書誌ID
    • 000000335852
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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