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Simplified design method on the concrete filled steel tubular columns コンクリート充填鋼管柱の簡明な設計法

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著者

    • 鄭, 眞安 ジョン, ジンアン

書誌事項

タイトル

Simplified design method on the concrete filled steel tubular columns

タイトル別名

コンクリート充填鋼管柱の簡明な設計法

著者名

鄭, 眞安

著者別名

ジョン, ジンアン

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4775号

学位授与年月日

1999-03-25

注記・抄録

博士論文

目次

  1. ABSTRACT / p3 (0004.jp2)
  2. ACKNOWLEDGMENTS / p4 (0005.jp2)
  3. TABLE OF CONTENTS / p5 (0006.jp2)
  4. LIST OF ILLUSTRATIONS / p9 (0010.jp2)
  5. LIST OF TABLES / p11 (0012.jp2)
  6. 1.INTRODUCTION / p1 (0014.jp2)
  7. 1.1 Background and Objectives / p1 (0014.jp2)
  8. 1.2 Scope of the Study / p2 (0015.jp2)
  9. 1.3 Composition of the Paper / p3 (0016.jp2)
  10. 2.THEORETICAL STUDY ON THE STRENGTH OF CFT COLUMNS / p6 (0019.jp2)
  11. 2.1 Introduction / p6 (0019.jp2)
  12. 2.2 Theoretical Analysis / p6 (0019.jp2)
  13. 2.3 Stress-Strain Relationships / p11 (0024.jp2)
  14. 2.4 Parameteric Study / p13 (0026.jp2)
  15. 2.5 Correlation with Test Data / p15 (0028.jp2)
  16. 2.6 Conclusions / p21 (0034.jp2)
  17. 3.EXPERIMENTAL STUDY ON THE BEHAVIOR OF SLENDER SQUARE STEEL TUBE COLUMNS FILLED WITH HIGH-STRENGTH CONCRETE / p22 (0035.jp2)
  18. 3.1 Introduction / p22 (0035.jp2)
  19. 3.2 Experiment / p23 (0036.jp2)
  20. 3.3 Test Results / p31 (0044.jp2)
  21. 3.4 Theoretical Analysis / p35 (0048.jp2)
  22. 3.5 Discussion / p44 (0057.jp2)
  23. 3.6 Conclusions / p47 (0060.jp2)
  24. 4.SIMPLIFIED BUCKLING STRENGTH OF CENTRALLY-LOADED CFT COLUMNS / p48 (0061.jp2)
  25. 4.1 Introduction / p48 (0061.jp2)
  26. 4.2 Simplified Method of Buckling Strength / p49 (0062.jp2)
  27. 4.3 Correlation with Analytical Results / p53 (0066.jp2)
  28. 4.4 Correlation with Test Results / p56 (0069.jp2)
  29. 4.5 Summary / p64 (0077.jp2)
  30. 4.6 Conclusions / p66 (0079.jp2)
  31. 5.SIMPLIFIED STRENGTH OF ECCENTRICALLY-LOADED CFT COLUMNS / p67 (0080.jp2)
  32. 5.1 Introduction / p67 (0080.jp2)
  33. 5.2 Simplified Method for CFT Columns under Combined Compression and Flexure / p68 (0081.jp2)
  34. 5.3 Correlation with Analytical Results / p75 (0088.jp2)
  35. 5.4 Correlation with Test Results / p79 (0092.jp2)
  36. 5.5 Conclusions / p84 (0097.jp2)
  37. 6.COMPARISON WITH VARIOUS CODES / p85 (0098.jp2)
  38. 6.1 Introduction / p85 (0098.jp2)
  39. 6.2 Review of Design Guides / p86 (0099.jp2)
  40. 6.3 Design Concepts and Limitations in the Codes / p98 (0111.jp2)
  41. 6.4 Parametric Study on the Codes / p100 (0113.jp2)
  42. 6.5 Comparison of Codes / p105 (0118.jp2)
  43. 6.6 Conclusions / p109 (0122.jp2)
  44. 7.CONCLUSIONS AND RECOMMENDATIONS FOR FUTURE RESEARCHES / p110 (0123.jp2)
  45. 7.1 Conclusions / p110 (0123.jp2)
  46. 7.2 Recommendations for Future Researches / p112 (0125.jp2)
  47. APPENDICES / p113 (0126.jp2)
  48. Appendix A The Calculative Results for Database under Concentric Loading / p114 (0127.jp2)
  49. Appendix B The Calculative Results for Database under Eccentric Loading / p123 (0136.jp2)
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各種コード

  • NII論文ID(NAID)
    500000171751
  • NII著者ID(NRID)
    • 8000000172025
  • DOI(NDL)
  • NDL書誌ID
    • 000000336065
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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