Non-linear analysis of RC structures using modified lattice model and its equivalent continua under static and cyclic loads 修正格子モデル及び等価連続体モデルを用いた単調及び繰り返し荷重を受けるコンクリート構造物の非線形解析

この論文をさがす

著者

    • Fawzy Mohamed El-Behairy ファウジー モハメド エルビヘイリー

書誌事項

タイトル

Non-linear analysis of RC structures using modified lattice model and its equivalent continua under static and cyclic loads

タイトル別名

修正格子モデル及び等価連続体モデルを用いた単調及び繰り返し荷重を受けるコンクリート構造物の非線形解析

著者名

Fawzy Mohamed El-Behairy

著者別名

ファウジー モハメド エルビヘイリー

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4334号

学位授与年月日

1999-03-25

注記・抄録

博士論文

目次

  1. Table of contents / p1 (0005.jp2)
  2. 1 INTRODUCTION / p1 (0007.jp2)
  3. 1.1 General / p1 (0007.jp2)
  4. 1.2 Aim of this Research / p4 (0009.jp2)
  5. 1.3 Scope and Chapters Construction / p4 (0009.jp2)
  6. 2.LITERATURE REVIEW / p7 (0010.jp2)
  7. 2.1 General / p7 (0010.jp2)
  8. 2.2 Strut and Tie Model and the Bernolli Compatibility Truss Model / p7 (0010.jp2)
  9. 2.3 The Equilibrium(Plasticity)Model,Mohr Compatibility Model and the Softened Truss Model / p8 (0011.jp2)
  10. 2.4 Space Truss Model and Skew Bending Model / p11 (0012.jp2)
  11. 2.5 Lattice Model for the Plane Truss / p18 (0016.jp2)
  12. 3 CONSTRUCTION OF MODIFIED 2-D LATTICE MODEL AND ITS APPLICATIONS / p19 (0016.jp2)
  13. 3.1 General Introduction / p19 (0016.jp2)
  14. 3.2 Characteristic of the Lattice Model / p19 (0016.jp2)
  15. 3.3 Determination of Dimensions and Location of Arch Member and Truss Member / p25 (0019.jp2)
  16. 3.4 Process of Determining Dimensioning of Truss and Arch Members and Definition of the Modified Lattice Model / p29 (0021.jp2)
  17. 3.5 Material Models in Two Dimensional Plane Stress Condition / p32 (0023.jp2)
  18. 3.6 Examination of the Density of the Sub-Diagonal Member / p40 (0027.jp2)
  19. 3.7 Appropriate Sub-Diagonal Angle for the Modified Lattice Model / p45 (0029.jp2)
  20. 3.8 Examination of the Applicability of the Modified Lattice Model(I) / p48 (0031.jp2)
  21. 3.9 Examination of the Applicability of the Modified Lattice Model(II) / p57 (0035.jp2)
  22. 3.10 Conclusion / p61 (0037.jp2)
  23. 4 3-D MODIFIED LATTICE MODEL TO ANALYZE RC COLUMNS UNDER PURE TORSION / p63 (0038.jp2)
  24. 4.1 Introduction / p63 (0038.jp2)
  25. 4.2 Modeling Configuration for the 3-D Lattice Model / p64 (0039.jp2)
  26. 4.3 Determination of Dimensions of the Truss Members / p66 (0040.jp2)
  27. 4.4 Constitutive Equations for the Two Dimensional Plane Stress Condition / p70 (0042.jp2)
  28. 4.5 Analysis of Reinforced Concrete Columns by the Proposed 3-D Modified Lattice Model / p73 (0043.jp2)
  29. 4.6 Application for Special Cases of Cross-Sections / p77 (0045.jp2)
  30. 4.7 Examination for The Numerical Results / p79 (0046.jp2)
  31. 4.8 Conclusion / p82 (0048.jp2)
  32. 5 ANALYSIS OF RC STRUCTURES UNDER CYCLIC LOADS USING 2-D MODIFIED LATTICE MODEL / p83 (0048.jp2)
  33. 5.1 Introduction / p83 (0048.jp2)
  34. 5.2 Configuration of the 2-D Lattice Model / p83 (0048.jp2)
  35. 5.3 Constitutive Equations / p84 (0049.jp2)
  36. 5.4 Analysis of RC Columns under Cyclic Loads / p89 (0051.jp2)
  37. 5.5 Conclusion / p98 (0056.jp2)
  38. 6 ANALYSIS OF RC STRUCTURES UNDER CYCLIC LOADS IN 3-D STRESS SPACE / p99 (0056.jp2)
  39. 6.1 General / p99 (0056.jp2)
  40. 6.2 Modeling Configuration for the 3-D Lattice Model Under the Cyclic Torsion / p99 (0056.jp2)
  41. 6.3 Lay Out of the Experimental Data / p102 (0058.jp2)
  42. 6.4 Comparison between the Numerical and the Experiment Results / p104 (0059.jp2)
  43. 6.5 Behavior of the RC Columns under the Cyclic Torsion / p105 (0059.jp2)
  44. 6.6 Conclusion / p109 (0061.jp2)
  45. 7 EQUIVALENT CONTINUUM MODEL FORMULATION FOR 2-D LATTICE MODEL / p110 (0062.jp2)
  46. 7.1 Introduction / p110 (0062.jp2)
  47. 7.2 Theory of the Equivalent Continua of Plane Lattice / p111 (0062.jp2)
  48. 7.3 The Constitutive Matrix for Plane Continuum / p113 (0063.jp2)
  49. 7.4 Properties of the Stiffness Matrix for the Equivalent Continua / p116 (0065.jp2)
  50. 7.5 Conclusion / p120 (0067.jp2)
  51. 8 ANALYSIS OF RC STRUCTURES USING THE THEORY OF THE EQUTVELENT CONTINUA OF PLANE LATTICE / p121 (0067.jp2)
  52. 8.1 Introduction / p121 (0067.jp2)
  53. 8.2 Reinforced Concrete Panel / p123 (0068.jp2)
  54. 8.3 Reinforced Concrete Beam Which Undergoes Shear Failure / p128 (0071.jp2)
  55. 8.4 Reinforced Concrete Beam Which Undergoes Flexural Failure / p134 (0074.jp2)
  56. 8.5 Conclusion / p137 (0075.jp2)
  57. 9 CONCLUSIONS / p139 (0076.jp2)
  58. References / p144 (0079.jp2)
  59. List of Publication / p151 (0082.jp2)
0アクセス

各種コード

  • NII論文ID(NAID)
    500000173037
  • NII著者ID(NRID)
    • 8000000173313
  • DOI(NDL)
  • NDL書誌ID
    • 000000337351
  • 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