Cyclic elastoplastic behavior of steel structures : theory and experiment 鋼構造物の繰り返し弾塑性挙動 : 理論と実験

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Author

    • Iraj Hossein Pouli Mamaghani イラジ ホセイン プリ ママガニ

Bibliographic Information

Title

Cyclic elastoplastic behavior of steel structures : theory and experiment

Other Title

鋼構造物の繰り返し弾塑性挙動 : 理論と実験

Author

Iraj Hossein Pouli Mamaghani

Author(Another name)

イラジ ホセイン プリ ママガニ

University

名古屋大学

Types of degree

博士 (工学)

Grant ID

甲第3433号

Degree year

1996-03-25

Note and Description

博士論文

Table of Contents

  1. TABLE OF CONTENTS / p1 (0005.jp2)
  2. 1 INTRODUCTION / p1 (0007.jp2)
  3. 1.1 General Remarks / p1 (0007.jp2)
  4. 1.2 Review of Plasticity Models / p3 (0008.jp2)
  5. 1.3 Development of Two-Surface Models / p5 (0009.jp2)
  6. 1.4 Objectives and Contents of This Study / p13 (0013.jp2)
  7. 2 REVIEW OF MODIFIED TWO-SURFACE MODEL / p19 (0016.jp2)
  8. 2.1 General Remarks / p19 (0016.jp2)
  9. 2.2 Behavior of Structural Steels under Monotonic and Uniaxial Cyclic Loading / p21 (0017.jp2)
  10. 2.3 Modified Uniaxial Two-surface model / p28 (0021.jp2)
  11. 2.4 Multiaxial Two-Surface Model / p33 (0023.jp2)
  12. 2.5 Summary / p42 (0028.jp2)
  13. 3 BIAXIAL CYCLIC ELASTOPLASTIC BEHAVIOR OF STRUCTURAL STEELS UNDER COMPRESSION AND TORSION / p43 (0028.jp2)
  14. 3.1 General Remarks / p43 (0028.jp2)
  15. 3.2 Torsion-Compression Testing System / p47 (0030.jp2)
  16. 3.3 Experiments / p50 (0032.jp2)
  17. 3.4 Experimental Results / p54 (0034.jp2)
  18. 3.5 Summary / p67 (0040.jp2)
  19. 4 MECHANISM AND VERIFICATION OF MULTIAXIAL TWO-SURFACE MODEL / p71 (0042.jp2)
  20. 4.1 General Remarks / p71 (0042.jp2)
  21. 4.2 Mechanism of two-surface model / p72 (0043.jp2)
  22. 4.3 Verification of Multiaxial Two-Surface Model / p76 (0045.jp2)
  23. 4.4 Summary / p89 (0051.jp2)
  24. 5 INELASTIC LARGE DEFLECTION ANALYSIS OF STRUCTURAL STEEL MEMBERS UNDER CYCLIC LOADING / p91 (0052.jp2)
  25. 5.1 General Remarks / p91 (0052.jp2)
  26. 5.2 Numerical Analysis Procedure / p93 (0053.jp2)
  27. 5.3 Numerical Examples / p100 (0057.jp2)
  28. 5.4 Effect of Residual Stress and Initial Deflection / p114 (0064.jp2)
  29. 5.5 Summary / p117 (0065.jp2)
  30. 6 CYCLIC INELASTIC LARGE DISPLACEMENT ANALYSIS OF STEEL BOX COLUMNS AND FRAMES / p121 (0067.jp2)
  31. 6.1 General Remarks / p121 (0067.jp2)
  32. 6.2 Steel Box Columns of Cantilever Type / p123 (0068.jp2)
  33. 6.3 Analysis of Frames / p130 (0072.jp2)
  34. 6.4 Parametric Study on Cyclic Behavior of Steel Box Columns / p136 (0075.jp2)
  35. 6.5 Summary / p146 (0080.jp2)
  36. 7 ElASTOPLASTIC LARGE DEFLECTION ANALYSIS OF STEEL PLATES UNDER CYCLIC LOADING / p149 (0081.jp2)
  37. 7.1 General Remarks / p149 (0081.jp2)
  38. 7.2 Method of Analysis / p150 (0082.jp2)
  39. 7.3 Numerical Examples / p152 (0083.jp2)
  40. 7.4 Numerical Results / p156 (0085.jp2)
  41. 7.5 Summary / p173 (0093.jp2)
  42. 8 SUMMARY AND CONCLUSIONS / p177 (0095.jp2)
  43. 8.1 Material Behavior and Verification of 2SM / p178 (0096.jp2)
  44. 8.2 Application of 2SM in Analysis of Structures / p180 (0097.jp2)
  45. 8.3 Scope for Future Studies / p185 (0099.jp2)
  46. REFERENCES / p187 (0100.jp2)
  47. APPENDICES / p195 (0104.jp2)
9access

Codes

  • NII Article ID (NAID)
    500000131811
  • NII Author ID (NRID)
    • 8000000132082
  • DOI(NDL)
  • NDLBibID
    • 000000296125
  • Source
    • NDL ONLINE
    • NDL Digital Collections

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