Inelastic earthquake response and damage assessment of retrofitted RC structures 耐震補修を施された鉄筋コンクリート構造物の地震応答と耐震性評価に関する研究

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著者

    • 伊津野, 和行, 1960- イズノ, カズユキ

書誌事項

タイトル

Inelastic earthquake response and damage assessment of retrofitted RC structures

タイトル別名

耐震補修を施された鉄筋コンクリート構造物の地震応答と耐震性評価に関する研究

著者名

伊津野, 和行, 1960-

著者別名

イズノ, カズユキ

学位授与大学

京都大学

取得学位

博士 (工学)

学位授与番号

乙第8165号

学位授与年月日

1993-03-23

注記・抄録

博士論文

目次

  1. 論文目録 / (0001.jp2)
  2. Abstract / (0005.jp2)
  3. Table of Contents / p1 (0006.jp2)
  4. 1.Introduction / p1 (0008.jp2)
  5. 1.1 General Remarks / p1 (0008.jp2)
  6. 1.2 Organization of the Study / p5 (0010.jp2)
  7. References of Chapter1 / p6 (0011.jp2)
  8. 2.Seismic Damage Assessment of RC Structures using Different Hysteretic Models / p9 (0012.jp2)
  9. 2.1 General Remarks / p9 (0012.jp2)
  10. 2.2 Hysteretic Models for Force-Deformation Relation / p9 (0012.jp2)
  11. 2.3 Damage Indices using Different Hysteretic Models / p11 (0013.jp2)
  12. 2.4 Damage Spectra using Different Hysteretic Models / p16 (0016.jp2)
  13. 2.5 Conclusions / p20 (0018.jp2)
  14. References of Chapter2 / p21 (0018.jp2)
  15. Figures of Chapter2 / p22 (0019.jp2)
  16. 3.Hybrid Experiments on Repaired RC Members Subjected to Earthquake Motion / p33 (0024.jp2)
  17. 3.1 General Remarks / p33 (0024.jp2)
  18. 3.2 Hybrid Loading System of Earthquake Response (HYLSER) / p33 (0024.jp2)
  19. 3.3 Repair Work / p35 (0025.jp2)
  20. 3.4 Experimental Results / p36 (0026.jp2)
  21. 3.5 The Stiffness Deterioration Process / p39 (0027.jp2)
  22. 3.6 Energy dissipation / p41 (0028.jp2)
  23. 3.7 Seismic Risk of Unrepaired Damaged Members / p43 (0029.jp2)
  24. 3.8 Conclusions / p44 (0030.jp2)
  25. References of Chapter3 / p45 (0030.jp2)
  26. Tables of Chapter3 / p46 (0031.jp2)
  27. Figures of Chapter3 / p49 (0032.jp2)
  28. Photos of Chapter3 / p68 (0042.jp2)
  29. 4.Inelastic Earthquake Response Analysis and Damage Assessment of Retrofitted RC Structures using Extended Fiber Model / p74 (0045.jp2)
  30. 4.1 General Remarks / p74 (0045.jp2)
  31. 4.2 Simplified Procedure to Quantify Effectiveness of Seismic Retrofit / p74 (0045.jp2)
  32. 4.3 Verification Examples using Test Results / p77 (0046.jp2)
  33. 4.4 Application to Bridge Pier with Terminated Reinforcement / p80 (0048.jp2)
  34. 4.5 Conclusions / p83 (0049.jp2)
  35. References of Chapter4 / p84 (0050.jp2)
  36. Tables of Chapter4 / p85 (0050.jp2)
  37. Figures of Chapter4 / p87 (0051.jp2)
  38. 5.Nonlinear Earthquake Response of a RC Bridge Pier Retrofitted with HDR Seismic Isolator / p111 (0063.jp2)
  39. 5.1 General Remarks / p111 (0063.jp2)
  40. 5.2 Nonlinear Substructured Hybrid Testing Procedure / p111 (0063.jp2)
  41. 5.3 Response of Isolated and Non-Isolated Bridge Pier / p113 (0064.jp2)
  42. 5.4 Adding Seismic Isolator to Slightly Damaged Pier / p115 (0065.jp2)
  43. 5.5 Conclusions / p118 (0067.jp2)
  44. References of Chapter5 / p120 (0068.jp2)
  45. Tables of Chapter5 / p121 (0068.jp2)
  46. Figures of Chapter5 / p123 (0069.jp2)
  47. Photos of Chapter5 / p153 (0084.jp2)
  48. 6.Concluding Remarks / p156 (0086.jp2)
  49. 6.1 Summary / p156 (0086.jp2)
  50. 6.2 Conclusions / p157 (0086.jp2)
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各種コード

  • NII論文ID(NAID)
    500000094271
  • NII著者ID(NRID)
    • 8000000952987
  • DOI(NDL)
  • NDL書誌ID
    • 000000258585
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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