A study on development of distinct element algorithm for fracture analysis and failure monitoring of structural media under dynamic loads 動的荷重下における構造物の損傷解析と破壊モニタリングのための個別要素法アルゴリズムの開発に関する研究

この論文をさがす

著者

    • Hassani, Nemat ハサニ, ネマト

書誌事項

タイトル

A study on development of distinct element algorithm for fracture analysis and failure monitoring of structural media under dynamic loads

タイトル別名

動的荷重下における構造物の損傷解析と破壊モニタリングのための個別要素法アルゴリズムの開発に関する研究

著者名

Hassani, Nemat

著者別名

ハサニ, ネマト

学位授与大学

神戸大学

取得学位

博士 (工学)

学位授与番号

甲第1657号

学位授与年月日

1997-03-31

注記・抄録

博士論文

目次

  1. Contents / p3 (0005.jp2)
  2. ACKNOWLEDGMENT / p1 (0004.jp2)
  3. ABSTRACT / p2 (0005.jp2)
  4. CONTENTS / p3 (0005.jp2)
  5. NOTATION / p8 (0008.jp2)
  6. INTRODUCTION / p11 (0009.jp2)
  7. Chapter 1:CLASSIFICATION OF STRUCTURAL DAMAGE DURING HYOGO-KEN NANBU EARTHQUAKE AND NEED FOR POST-FRACTURE SIMULATION / p1 (0012.jp2)
  8. ABSTRACT / p1 (0012.jp2)
  9. 1.1 INTRODUCTION / p1 (0012.jp2)
  10. 1.2 THE MAIN FEATURES OF GROUND MOTION / p2 (0013.jp2)
  11. 1.3 GROUND FAILURE / p3 (0013.jp2)
  12. 1.4 BUILDINGS DAMAGE / p4 (0014.jp2)
  13. 1.5 DAMAGE TO THE BRIDGE STRUCTURES / p6 (0015.jp2)
  14. 1.6 DAMAGE TO THE BURIED STRUCTURES / p10 (0017.jp2)
  15. 1.7 DISCUSSION / p12 (0018.jp2)
  16. 1.8 CONCLUSIONS / p13 (0018.jp2)
  17. REFERENCES / p14 (0019.jp2)
  18. Chapter 2:LITERATURE REVIEW ON THE DISTINCT ELEMENT METHOD / p15 (0019.jp2)
  19. ABSTRACT / p15 (0019.jp2)
  20. 2.1 INTRODUCTION / p15 (0019.jp2)
  21. 2.2 CONVENTIONAL DEM / p16 (0020.jp2)
  22. 2.3 EXTENSION OF THE DEM FOR ANALYSIS OF CONTINUOUS MEDIA / p20 (0022.jp2)
  23. 2.4 APPLICATION FIELDS / p23 (0023.jp2)
  24. 2.5 DISCUSSION / p25 (0024.jp2)
  25. 2.6 CONCLUSIONS / p26 (0025.jp2)
  26. REFERENCES / p27 (0025.jp2)
  27. Chapter 3:GENERAL CONSIDERATIONS OF THE SET OF NEW COMPUTER PROGRAMS DEVELOPED IN THIS STUDY / p31 (0027.jp2)
  28. ABSTRACT / p31 (0027.jp2)
  29. 3.1 INTRODUCTION / p31 (0027.jp2)
  30. 3.2 NEW DEVELOPED CONCEPTS / p32 (0028.jp2)
  31. 3.3 PACKING PROGRAM(ELEMENTS GENERATION) / p33 (0028.jp2)
  32. 3.4 DEFA(DISTINCT ELEMENT FOR FRACTURE AND FAILURE ANALYSIS)PROGRAM(MAIN PROGRAM) / p37 (0030.jp2)
  33. 3.5 MONITORING PROGRAMS / p40 (0032.jp2)
  34. 3.6 DISCUSSION / p41 (0032.jp2)
  35. 3.7 CONCLUSIONS / p41 (0032.jp2)
  36. REFERENCES / p42 (0033.jp2)
  37. Chapter 4:DETERMINATION OF VISCO-ELASTIC PARAMETERS / p43 (0033.jp2)
  38. ABSTRACT / p43 (0033.jp2)
  39. 4.1 INTRODUCTION / p43 (0033.jp2)
  40. 4.2 CONTACT LAWS / p44 (0034.jp2)
  41. 4.3 ENERGY DISSIPATION AND DAMPING PARAMETERS / p51 (0037.jp2)
  42. 4.4 DISCUSSION / p52 (0038.jp2)
  43. 4.5 CASE STUDY FOR ANALYSIS OF CONTINUOUS MEDIA / p55 (0039.jp2)
  44. 4.6 CONCLUSIONS / p58 (0041.jp2)
  45. REFERENCES / p59 (0041.jp2)
  46. Chapter 5:DETERMINATION OF CRITICAL TIME-STEP IN THE DISTINCT ELEMENT METHOD FOR CONTINUOUS MEDIA / p61 (0042.jp2)
  47. ABSTRACT / p61 (0042.jp2)
  48. 5.1 INTRODUCTION / p61 (0042.jp2)
  49. 5.2 BASIC CONCEPTS FOR DETERMINING THE CRITICAL TIME-STEP / p62 (0043.jp2)
  50. 5.3 THE EFFECTS OF THE OTHER PARAMETERS / p70 (0047.jp2)
  51. 5.4 SPECIAL LIMITATION FOR TIME-STEP IN CONTINUOUS MEDIA / p71 (0047.jp2)
  52. 5.5 DISCUSSION / p72 (0048.jp2)
  53. 5.6 CASE STUDY FOR ANALYSIS OF CONTINUOUS MEDIA / p74 (0049.jp2)
  54. 5.7 CONCLUSIONS / p78 (0051.jp2)
  55. REFERENCES / p79 (0051.jp2)
  56. Chapter 6:FAILURE CRITERIA AND CONCRETE FRACTURE UNDER DYNAMIC PRESSURE / p81 (0052.jp2)
  57. ABSTRACT / p81 (0052.jp2)
  58. 6.1 INTRODUCTION / p81 (0052.jp2)
  59. 6.2 FAILURE CRITERIA FOR BRITTLE TYPE MATERIAL / p82 (0053.jp2)
  60. 6.3 FAILURE PARAMETERS FOR CONCRETE / p84 (0054.jp2)
  61. 6.4 FRACTURE OF CONCRETE IN AXIAL COMPRESSION TEST / p85 (0054.jp2)
  62. 6.5 SIMULATION OF COMPRESSION FAILURE OF CONCRETE / p86 (0055.jp2)
  63. 6.6 NUMERICAL RESULTS / p86 (0055.jp2)
  64. 6.7 DISCUSSION / p88 (0056.jp2)
  65. 6.8 CONCLUSIONS / p89 (0056.jp2)
  66. REFERENCES / p90 (0057.jp2)
  67. Chapter 7:FRACTURE ANALYSIS OF A CONCRETE BEAM,INTRODUCING PHYSICAL RANDOMNESS / p92 (0058.jp2)
  68. ABSTRACT / p92 (0058.jp2)
  69. 7.1 INTRODUCTION / p92 (0058.jp2)
  70. 7.2 PHYSICAL RANDOMNESS IN THE DEM ANALYSIS / p93 (0058.jp2)
  71. 7.3 APPLICATION OF DEVELOPED CONCEPT / p95 (0059.jp2)
  72. 7.4 NUMERICAL RESULTS AND DISCUSSION / p97 (0060.jp2)
  73. 7.5 CONCLUSIONS / p101 (0062.jp2)
  74. REFERENCES / p102 (0063.jp2)
  75. Chapter 8:FRACTURE ANALYSIS BY THE DISTINCT ELEMENT METHOD,INTRODUCING SYMMETRICAL ANALYSIS / p104 (0064.jp2)
  76. ABSTRACT / p104 (0064.jp2)
  77. 8.1 INTRODUCTION / p104 (0064.jp2)
  78. 8.2 SYMMETRICAL ANALYSIS IN THE DEM ANALYSIS / p105 (0064.jp2)
  79. 8.3 APPLICATION OF DEVELOPED CONCEPT / p107 (0065.jp2)
  80. 8.4 PARAMETRIC STUDY / p111 (0067.jp2)
  81. 8.5 DISCUSSION / p113 (0068.jp2)
  82. 8.6 CONCLUSIONS / p114 (0069.jp2)
  83. REFERENCES / p115 (0069.jp2)
  84. Chapter 9:MODELING OF REINFORCEMENT IN THE DEM FOR FAILURE MONITORING OF REINFORCE CONCRETE STRUCTURES / p116 (0070.jp2)
  85. ABSTRACT / p116 (0070.jp2)
  86. 9.1 INTRODUCTION / p116 (0070.jp2)
  87. 9.2 NUMERICAL SIMULATION OF FAILURE IN REINFORCED STRUCTURAL MEDIA / p117 (0070.jp2)
  88. 9.3 REINFORCEMENT MODELING IN THE DEM / p118 (0071.jp2)
  89. 9.4 PARAMETERS AND FAILURE CRITERIA / p120 (0072.jp2)
  90. 9.5 APPLICATION OF THE DEVELOPED MODEL / p122 (0073.jp2)
  91. 9.6 DISCUSSION / p126 (0075.jp2)
  92. 9.7 CONCLUSIONS / p127 (0075.jp2)
  93. REFERENCES / p128 (0076.jp2)
  94. Chapter 10:APPLICATION OF THE PROGRAM FOR FAILURE MONITORING OF COLLAPSED RC STRUCTURES DURING THE 1995,HYOGO-KEN NANBU EARTHQUAKE / p129 (0076.jp2)
  95. ABSTRACT / p129 (0076.jp2)
  96. 10.1 INTRODUCTION / p129 (0076.jp2)
  97. 10.2 ANALYSIS OF THE COLLAPSE OF THE PIER NO.126 / p130 (0077.jp2)
  98. 10.3 COLLAPSE ANALYSIS OF SUBWAY RC TUNNEL IN DAIKAI STATION OF KOBE CITY / p138 (0081.jp2)
  99. 10.4 DISCUSSION / p144 (0084.jp2)
  100. 10.5 CONCLUSIONS / p145 (0084.jp2)
  101. REFERENCES / p146 (0085.jp2)
  102. CONCLUSIONS AND DIRECTION FOR FUTURE RESEARCH / p148 (0086.jp2)
  103. CONCLUSIONS OF THIS DISSERTATION / p148 (0086.jp2)
  104. FUTURE DIRECTION / p149 (0086.jp2)
3アクセス

各種コード

  • NII論文ID(NAID)
    500000150643
  • NII著者ID(NRID)
    • 8000001061486
  • DOI(NDL)
  • NDL書誌ID
    • 000000314957
  • 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