Inelastic seismic response analysis of thin-walled steel bridge piers 鋼製薄肉断面橋脚の非弾性地震応答解析

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著者

    • Satish Kumar Rajaram サティシュ クマール ラジャラム

書誌事項

タイトル

Inelastic seismic response analysis of thin-walled steel bridge piers

タイトル別名

鋼製薄肉断面橋脚の非弾性地震応答解析

著者名

Satish Kumar Rajaram

著者別名

サティシュ クマール ラジャラム

学位授与大学

名古屋大学

取得学位

博士 (工学)

学位授与番号

甲第3430号

学位授与年月日

1996-03-25

注記・抄録

博士論文

目次

  1. Table of Contents / p1 (0004.jp2)
  2. 1 INTRODUCTION / p1 (0006.jp2)
  3. 1.1 Thin-walled Steel Bridge Piers / p1 (0006.jp2)
  4. 1.2 The Problem of Inelastic Seismic Analysis and Aseismic Design of Structures / p2 (0007.jp2)
  5. 1.3 Present State-of-the-Art / p5 (0008.jp2)
  6. 1.4 Contents of Present Study / p7 (0009.jp2)
  7. 2 THE DAMAGE INDEX / p9 (0010.jp2)
  8. 2.1 General Remarks / p9 (0010.jp2)
  9. 2.2 Review of Previous Damage Indices / p10 (0011.jp2)
  10. 2.3 Studies on Damage Assessment under Cyclic Loading / p15 (0013.jp2)
  11. 2.4 A New Comprehensive Damage Index / p17 (0014.jp2)
  12. 2.5 Analytical Studies using EPP model / p20 (0016.jp2)
  13. 2.6 Summary / p23 (0017.jp2)
  14. 3 QUASISTATIC AND PSEUDODYNAMIC TESTING OF STEEL BRIDGE PIERS / p25 (0018.jp2)
  15. 3.1 General Remarks / p25 (0018.jp2)
  16. 3.2 Structural Parameters of Steel Bridge Piers / p26 (0019.jp2)
  17. 3.3 Testing Procedures / p27 (0019.jp2)
  18. 3.4 Test Specimen and Test Setup / p30 (0021.jp2)
  19. 3.5 Experimental Programme / p33 (0022.jp2)
  20. 3.6 Test Results / p37 (0024.jp2)
  21. 3.7 Summary / p43 (0027.jp2)
  22. 4 EVALUATION OF DAMAGE IN STEEL BRIDGE PIERS / p47 (0029.jp2)
  23. 4.1 General Remarks / p47 (0029.jp2)
  24. 4.2 Factors Affecting Damage and Definition of Collapse / p47 (0029.jp2)
  25. 4.3 Effect of Loading History on Damage Evaluation / p49 (0030.jp2)
  26. 4.5 Effect of Axial Force Ratio / p62 (0037.jp2)
  27. 4.6 Evaluation of Damage under Seismic Loading / p66 (0039.jp2)
  28. 4.7 Summary / p68 (0040.jp2)
  29. 5 EVOLUTIONARY-DEGRADING HYSTERETIC MODEL FOR THIN-WALLED STEEL BRIDGE PIERS / p73 (0042.jp2)
  30. 5.1 General Remarks / p73 (0042.jp2)
  31. 5.2 Review of Available Hysteretic Models / p74 (0043.jp2)
  32. 5.3 Degradation of Strength with Damage / p75 (0043.jp2)
  33. 5.2 The Evolutionary-Degrading Hysteretic Model / p78 (0045.jp2)
  34. 5.5 Quasi-static Test Simulation / p81 (0046.jp2)
  35. 5.6 Pseudodynamic Test Simulation / p82 (0047.jp2)
  36. 5.7 Hysteretic Model Parameters for Steel Bridge Piers / p85 (0048.jp2)
  37. 5.9 Summary / p85 (0048.jp2)
  38. 6 INELASTIC DESIGN RESPONSE SPECTRA FOR THIN-WALLED STEEL BRIDGE PIERS / p91 (0051.jp2)
  39. 6.1 General Remarks / p91 (0051.jp2)
  40. 6.2 Basic Concepts and Analysis Procedure / p93 (0052.jp2)
  41. 6.3 Force Reduction Factor(FRF)Spectra for Collapse Criteria / p97 (0054.jp2)
  42. 6.4 Force Reduction Factor Spectra for Limited Damage / p101 (0056.jp2)
  43. 6.5 Force Reduction Factor Spectra for Spectrum Compatible Artificial Earthquakes / p103 (0057.jp2)
  44. 6.6 Input Energy Spectra / p107 (0059.jp2)
  45. 6.7 Maximum Displacement Spectra / p109 (0060.jp2)
  46. 6.8 Summary / p111 (0061.jp2)
  47. 7 RECOMMENDATIONS FOR ASEISMIC DESIGN OF THIN-WALLED STEEL BRIDGE PIERS / p113 (0062.jp2)
  48. 7.1 General Remarks / p113 (0062.jp2)
  49. 7.2 State-of-the-Art in Japan / p114 (0063.jp2)
  50. 7.3 Determination of the Model Parameters for Steel Bridge Piers / p115 (0063.jp2)
  51. 7.4 Response Results for Example Piers Designed as per the JRA Code / p121 (0066.jp2)
  52. 7.6 Recommended Seismic Verification Procedure / p124 (0068.jp2)
  53. 7.7 Summary / p128 (0070.jp2)
  54. 8 CONCLUDING REMARKS / p129 (0070.jp2)
  55. REFERENCES / p133 (0072.jp2)
  56. APPENDIX-I C-C-n Test Results / p139 (0075.jp2)
  57. APPENDIX-II JRA Specifications / p141 (0076.jp2)
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各種コード

  • NII論文ID(NAID)
    500000131808
  • NII著者ID(NRID)
    • 8000000132079
  • DOI(NDL)
  • NDL書誌ID
    • 000000296122
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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