A study on the stability of gravity type quay wall during earthquake 重力式岸壁の地震時安定性に関する研究

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著者

    • 小濱, 英司 コハマ, エイジ

書誌事項

タイトル

A study on the stability of gravity type quay wall during earthquake

タイトル別名

重力式岸壁の地震時安定性に関する研究

著者名

小濱, 英司

著者別名

コハマ, エイジ

学位授与大学

北海道大学

取得学位

博士 (工学)

学位授与番号

甲第5149号

学位授与年月日

2000-03-24

注記・抄録

博士論文

目次

  1. Contents / p1 (0003.jp2)
  2. Chapter 1.Introduction / p1 (0007.jp2)
  3. 1.1.General Introduction / p1 (0007.jp2)
  4. 1.2.Brief Review of Previous Investigations / p6 (0012.jp2)
  5. 1.3.The Aim of Study and Composition of the Present Thesis / p9 (0015.jp2)
  6. Chapter 2.Dynamic Behavior of Gravity Type Quay Wall during Earthquake Observed in Model Shaking Table Test / p11 (0018.jp2)
  7. 2.1.General Remarks / p11 (0018.jp2)
  8. 2.2.Test Method / p12 (0019.jp2)
  9. 2.3.Definition of Term / p38 (0045.jp2)
  10. 2.4.Effect of Liquefaction on the Stability of Quay Wall / p42 (0049.jp2)
  11. 2.5.Effect of Vibration Properties of Quay Wall / p70 (0077.jp2)
  12. 2.6.Summary / p93 (0100.jp2)
  13. Chapter 3.Vibration Properties of Gravity Type Quay Wall by Means of Microtremor Observation / p95 (0103.jp2)
  14. 3.1.General Remarks / p95 (0103.jp2)
  15. 3.2.Method for the Observation of Microtremor / p98 (0106.jp2)
  16. 3.3.Natural Frequencies of Caisson and Backfill / p110 (0118.jp2)
  17. 3.4.Summary / p129 (0137.jp2)
  18. Chapter 4.Model Analysis of Seismic Earth Pressure in Gravity Type Quay Wall / p131 (0140.jp2)
  19. 4.1.General Remarks / p131 (0140.jp2)
  20. 4.2.Mass-Spring-Dashpot Model / p132 (0141.jp2)
  21. 4.3.Relationship between Earth Pressure and Inertia Force / p136 (0145.jp2)
  22. 4.4.Relationship between Base Shear Friction and Earth Pressure / p140 (0149.jp2)
  23. 4.5.Summary / p149 (0158.jp2)
  24. Chapter 5.Proposal of A Rational Seismic Design Method for Gravity Type Quay Wall / p151 (0161.jp2)
  25. 5.1.General Remarks / p151 (0161.jp2)
  26. 5.2.Dynamic Earth Pressure regarding the Effect of Liquefaction and Vibration Properties / p152 (0162.jp2)
  27. 5.3.Effect of Liquefaction Remedial Method for Backfill Ground / p154 (0164.jp2)
  28. 5.4.Proposal of A Rational Seismic Design Method / p155 (0165.jp2)
  29. 5.5.Summary / p160 (0170.jp2)
  30. Chapter 6.Conclusion / p162 (0173.jp2)
  31. 6.1.Behavior of Gravity Type Quay Wall during Earthquakes / p162 (0173.jp2)
  32. 6.2.Vibration Property of Gravity Type Quay Wall / p164 (0175.jp2)
  33. 6.3.Mechanism of Transient Characteristics of Earth Pressure during Liquefaction in Backfill Ground / p165 (0176.jp2)
  34. 6.4.Proposal of A Rational Seismic Design Method for Gravity Type Quay Wall / p166 (0177.jp2)
  35. Acknowledgment / p168 (0179.jp2)
  36. Notation / p170 (0181.jp2)
  37. References / p173 (0184.jp2)
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各種コード

  • NII論文ID(NAID)
    500000189592
  • NII著者ID(NRID)
    • 8000000189875
  • DOI(NDL)
  • NDL書誌ID
    • 000000353906
  • データ提供元
    • NDL ONLINE
    • NDLデジタルコレクション
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