Aseismic control of sliding structures 滑り基礎をもつ構造物の耐震制御

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著者

    • Qureshi, Sohail M クレシ, ソヘイル M

書誌事項

タイトル

Aseismic control of sliding structures

タイトル別名

滑り基礎をもつ構造物の耐震制御

著者名

Qureshi, Sohail M

著者別名

クレシ, ソヘイル M

学位授与大学

九州大学

取得学位

工学博士

学位授与番号

甲第2933号

学位授与年月日

1992-03-27

注記・抄録

博士論文

目次

  1. TABLE OF CONTENTS / p4 (0006.jp2)
  2. ABSTRACT / p1 (0003.jp2)
  3. ACKNOWLEDGEMENTS / p3 (0005.jp2)
  4. LIST OF TABLES / p8 (0010.jp2)
  5. LIST OF PHOTOGRAPHS / p8 (0010.jp2)
  6. LIST OF FIGURES / p9 (0011.jp2)
  7. PART1 RIGID MASS UNDER DYNAMIC EXCITATION / p1 (0017.jp2)
  8. I INTRODUCTION / p2 (0018.jp2)
  9. 1.1 General / p2 (0018.jp2)
  10. 1.2 Literature Review / p3 (0019.jp2)
  11. 1.3 Research Program / p8 (0024.jp2)
  12. 1.4 Objectives and Scope / p9 (0025.jp2)
  13. 1.5 Organization of Text / p9 (0025.jp2)
  14. II ANALYTICAL THEORY / p11 (0027.jp2)
  15. 2.1 Introduction / p11 (0027.jp2)
  16. 2.2 Harmonic Response of a Sliding Rigid Mass / p12 (0028.jp2)
  17. 2.3 Numerical Solution / p15 (0031.jp2)
  18. 2.4 Phase Determination Algorithm / p17 (0033.jp2)
  19. 2.5 Random Excitation / p19 (0035.jp2)
  20. 2.6 Phase-plane Analysis of the Sliding Motion / p23 (0039.jp2)
  21. 2.7 Sliding Surface Control / p24 (0040.jp2)
  22. 2.8 Mathematical Modeling of Non-Coulomb Friction / p25 (0041.jp2)
  23. 2.9 Resilient Rigid Mass under Harmonic Ground Motion / p30 (0046.jp2)
  24. III RIGID MASS EXPERIMENTAL TESTS / p34 (0050.jp2)
  25. 3.1 Experimental Procedure / p34 (0050.jp2)
  26. 3.2 Experimental Results / p37 (0053.jp2)
  27. IV COMPARISON OF ANALYSIS AND EXPERIMENT / p42 (0058.jp2)
  28. 4.1 Coulomb and Non-Coulomb Model / p42 (0058.jp2)
  29. 4.2 Responses of the Rigid Mass to Earthquake Motions / p44 (0060.jp2)
  30. 4.3 Concluding Remarks / p48 (0064.jp2)
  31. PART2 ACTIVE CONTROL OF SLIDING STRUCTURES / p50 (0066.jp2)
  32. V BACKGROUND INFORMATION / p51 (0067.jp2)
  33. 5.1 Introduction / p51 (0067.jp2)
  34. 5.2 Active Seismic Response Control / p52 (0068.jp2)
  35. 5.3 Basics of Active Control Theory / p53 (0069.jp2)
  36. 5.4 Hybrid Active Control / p56 (0072.jp2)
  37. VI MATHEMATICAL FORMULATION / p57 (0073.jp2)
  38. 6.1 Response Characteristics of Fixed Frame Structure / p57 (0073.jp2)
  39. 6.2 Response of sliding Structures / p59 (0075.jp2)
  40. 6.3 Active Control of Sliding Structures / p68 (0084.jp2)
  41. 6.4 System Identification Approach / p73 (0089.jp2)
  42. 6.5 Response Evaluation / p81 (0097.jp2)
  43. VII SLIDING FRAME EXPERIMENTAL TESTS / p83 (0099.jp2)
  44. 7.1 Experiment / p83 (0099.jp2)
  45. 7.2 Results / p85 (0101.jp2)
  46. VIII COMPARISON OF ANALYTICAL AND EXPERIMENTAL RESULTS / p87 (0103.jp2)
  47. 8.1 Response Characteristics of Fixed Frame Structure / p87 (0103.jp2)
  48. 8.2 Response Characteristics of Sliding Structure / p87 (0103.jp2)
  49. 8.3 Response Characteristics of Actively Controlled Sliding Structure / p88 (0104.jp2)
  50. 8.4 Response of sliding and Hybrid Frame to Earthquake Time Histories / p88 (0104.jp2)
  51. IX CONCLUSIONS AND FUTURE RECOMMENDATIONS / p91 (0107.jp2)
  52. 9.1 Summary / p91 (0107.jp2)
  53. 9.2 Conclusions / p92 (0108.jp2)
  54. 9.3 Future Recommendations / p94 (0110.jp2)
  55. REFERENCES / p95 (0111.jp2)
  56. FIGURES / p102 (0118.jp2)
  57. APPENDIX I / p190 (0206.jp2)
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各種コード

  • NII論文ID(NAID)
    500000084726
  • NII著者ID(NRID)
    • 8000000084938
  • DOI(NDL)
  • NDL書誌ID
    • 000000249040
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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