Evaluation of connection stiffness and modeling of semi-rigid connections 半剛結接合の剛性特性評価とモデル化に関する研究

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著者

    • Rafiq Hasan ラフィク, ハッサン

書誌事項

タイトル

Evaluation of connection stiffness and modeling of semi-rigid connections

タイトル別名

半剛結接合の剛性特性評価とモデル化に関する研究

著者名

Rafiq Hasan

著者別名

ラフィク, ハッサン

学位授与大学

室蘭工業大学

取得学位

博士 (工学)

学位授与番号

甲第53号

学位授与年月日

1996-03-22

注記・抄録

博士論文

目次

  1. TABLE OF CONTENTS / (0016.jp2)
  2. ACKNOWLEDGEMENTS / p2 (0005.jp2)
  3. LIST OF FIGURES / p3 (0006.jp2)
  4. LIST OF TABLES / p8 (0011.jp2)
  5. ABSTRACT / p11 (0014.jp2)
  6. CHAPTERS / (0021.jp2)
  7. 1.INTRODUCTION / p1 (0021.jp2)
  8. 1.1.Background of the research / p1 (0021.jp2)
  9. 1.2.Research objectives / p6 (0026.jp2)
  10. 1.3.Summary of the research / p7 (0027.jp2)
  11. 2.MOMENT-ROTATION DATA BANK / p9 (0029.jp2)
  12. 2.1.Introduction / p9 (0029.jp2)
  13. 2.2.Necessity of updating data base / p12 (0032.jp2)
  14. 2.3.Outline of the updated database / p12 (0032.jp2)
  15. 2.4.Discussion on appended tests / p13 (0033.jp2)
  16. 2.5.Evaluation of EC3 classification system with reference to data bank / p18 (0038.jp2)
  17. 2.6.Summary and conclusions / p26 (0046.jp2)
  18. 3.MOMENT-ROTATION MODELING OF CONNECTIONS / p28 (0048.jp2)
  19. 3.1.Introduction / p28 (0048.jp2)
  20. 3.2.Linear,bi-linear and piece-wise models / p28 (0048.jp2)
  21. 3.3.Polynomial models / p29 (0049.jp2)
  22. 3.4.Cubic B-spline model / p29 (0049.jp2)
  23. 3.5.Exponential models / p30 (0050.jp2)
  24. 3.6.Power models / p31 (0051.jp2)
  25. 4.THREE PARAMETER POWER MODEL FOR CONNECTIONS WITH ANGLES AND HEADER PLATE CONNECTIONS / p35 (0055.jp2)
  26. 4.1.Introduction / p35 (0055.jp2)
  27. 4.2.Determination of ultimate moment capacity / p36 (0056.jp2)
  28. 4.3.Determination of initial connection stiffness / p38 (0058.jp2)
  29. 4.4.Development of shape parameter equations / p44 (0064.jp2)
  30. 4.5.Performance of the proposed model in semi-rigid frame analysis / p45 (0065.jp2)
  31. 4.6.Nomographs for Mu and Rki / p50 (0070.jp2)
  32. 4.7.Summary and conclusions / p55 (0075.jp2)
  33. 5.ULTIMATE MOMENT CAPACITY & INITIAL STIFFNESS OF EXTENDED END-PLATE CONNECTIONS / p56 (0076.jp2)
  34. 5.1.Introduction / p56 (0076.jp2)
  35. 5.2.Determination of ultimate moment capacity / p58 (0078.jp2)
  36. 5.3.Determination of initial connection stiffness / p68 (0088.jp2)
  37. 5.4.General remarks / p71 (0091.jp2)
  38. 5.5.Summary and conclusions / p72 (0092.jp2)
  39. 6.DEGREE OF RIGIDITY OF EXTENDED END-PLATE CONNECTIONS / p73 (0093.jp2)
  40. 6.1.Introduction / p73 (0093.jp2)
  41. 6.2.Evaluation of rigidity from frame responses / p74 (0094.jp2)
  42. 6.3.Comparison with connection classification systems / p81 (0101.jp2)
  43. 6.4.Summary and conclusions / p86 (0106.jp2)
  44. 7.SUMMARY AND CONCLUSION / p88 (0108.jp2)
  45. 7.1.Summary / p88 (0108.jp2)
  46. 7.2.Conclusions / p89 (0109.jp2)
  47. REFERENCES / p121 (0141.jp2)
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各種コード

  • NII論文ID(NAID)
    500000133098
  • NII著者ID(NRID)
    • 8000000133369
  • DOI(NDL)
  • NDL書誌ID
    • 000000297412
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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