Soil-structure interaction on the struetures with pile foundation : three dimensional nonlinear dynamic analysis of pile foundation 杭基礎構造物の地盤との動的相互作用 : 杭基礎の三次元非線形動的解析

この論文をさがす

著者

    • Maheshwari Bal Krishna マヘシュワリ バル クリシュナ

書誌事項

タイトル

Soil-structure interaction on the struetures with pile foundation : three dimensional nonlinear dynamic analysis of pile foundation

タイトル別名

杭基礎構造物の地盤との動的相互作用 : 杭基礎の三次元非線形動的解析

著者名

Maheshwari Bal Krishna

著者別名

マヘシュワリ バル クリシュナ

学位授与大学

埼玉大学

取得学位

博士 (学術)

学位授与番号

甲第202号

学位授与年月日

1997-09-24

注記・抄録

博士論文

目次

  1. Acknowledgements / p1 (0005.jp2)
  2. Abstract / p3 (0007.jp2)
  3. Contents / p5 (0009.jp2)
  4. List of Figures / p9 (0013.jp2)
  5. Notations / p13 (0017.jp2)
  6. List of Tables / p17 (0021.jp2)
  7. 1.Introduction / p1 (0022.jp2)
  8. 1.1 General / p1 (0022.jp2)
  9. 1.2 Classification of Various Approaches / p2 (0023.jp2)
  10. 1.3 Historical Background / p2 (0023.jp2)
  11. 1.4 Basic Concept- Interaction Effect / p3 (0024.jp2)
  12. 1.5 Research Objectives / p3 (0024.jp2)
  13. 1.6 Organization of Thesis / p4 (0025.jp2)
  14. 2.Comparison of Various Approaches and Experimental Verification / p6 (0027.jp2)
  15. 2.1 Introduction / p6 (0027.jp2)
  16. 2.2 Simplified Approaches / p7 (0028.jp2)
  17. 2.3 A Rigorous Approach / p16 (0037.jp2)
  18. 2.4 Experimental Verification / p27 (0048.jp2)
  19. 2.5 Concluding Remarks / p28 (0049.jp2)
  20. 3.Analysis Including Material Nonlinearity-Improvement of Kaynia's Theory / p51 (0072.jp2)
  21. 3.1 Introduction / p51 (0072.jp2)
  22. 3.2 Modeling / p52 (0073.jp2)
  23. 3.3 Formulation and Procedure / p53 (0074.jp2)
  24. 3.4 Effects of Nonlinearity / p60 (0081.jp2)
  25. 3.5 Concluding Remarks / p63 (0084.jp2)
  26. 4.Comparison of Frequency Domain and Time Domain Approaches in Winkler Soil Model / p78 (0099.jp2)
  27. 4.1 Introduction / p78 (0099.jp2)
  28. 4.2 Time Domain Winkler Soil Model&its Verification / p78 (0099.jp2)
  29. 4.3 Formulation in Time Domain for Pile-Soil System / p81 (0102.jp2)
  30. 4.4 Time Domain Behaviour of Pile Group / p88 (0109.jp2)
  31. 4.5 Concluding Remarks / p91 (0112.jp2)
  32. 5.Analysis Including Slip and Separation / p102 (0123.jp2)
  33. 5.1 Introduction / p102 (0123.jp2)
  34. 5.2 Modelling and Assumptions / p102 (0123.jp2)
  35. 5.3 Formulation / p103 (0124.jp2)
  36. 5.4 Behaviour of Pile Foundation Due to Slip and Separation / p109 (0130.jp2)
  37. 5.5 Concluding Remarks / p113 (0134.jp2)
  38. 6.Concluding Remarks / p137 (0158.jp2)
  39. 6.1 Summary and Conclusions / p137 (0158.jp2)
  40. 6.2 Future Directions / p140 (0161.jp2)
  41. References / p141 (0162.jp2)
  42. Appendices / p149 (0170.jp2)
  43. A.Elementary Stiffness and Transfer Matrices for Soil Media / p149 (0170.jp2)
  44. B.Constants for Pile Matrices / p153 (0174.jp2)
  45. C.Time Domain Expressions / p156 (0177.jp2)
0アクセス

各種コード

  • NII論文ID(NAID)
    500000151974
  • NII著者ID(NRID)
    • 8000000152245
  • DOI(NDL)
  • NDL書誌ID
    • 000000316288
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
ページトップへ