Structural response of field steel composite members 充填鋼複合部材の挙動特性

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著者

    • Walter Odhiambo Oyawa ウォルター オディアンボ オヤワ

書誌事項

タイトル

Structural response of field steel composite members

タイトル別名

充填鋼複合部材の挙動特性

著者名

Walter Odhiambo Oyawa

著者別名

ウォルター オディアンボ オヤワ

学位授与大学

京都大学

取得学位

博士 (工学)

学位授与番号

甲第8347号

学位授与年月日

2000-03-23

注記・抄録

博士論文

新制・課程博士

甲第8347号

工博第1912号

目次

  1. 論文目録 / (0001.jp2)
  2. TABLE OF CONTENTS / p4 (0006.jp2)
  3. Abstract / p2 (0005.jp2)
  4. Acknowledgements / p3 (0006.jp2)
  5. 1.INTRODUCTION / p1 (0008.jp2)
  6. 1.1 General / p1 (0008.jp2)
  7. 1.2 Overview of the state-of-the art on filled steel structural members / p4 (0010.jp2)
  8. 1.3 Objectives and scope / p17 (0016.jp2)
  9. References / p19 (0017.jp2)
  10. 2.RESPONSE OF FILLED STEEL STUB COLUMNS UNDER AXIAL COMPRESSION / p25 (0020.jp2)
  11. 2.1 Introduction / p25 (0020.jp2)
  12. 2.2 Experimental procedures / p26 (0021.jp2)
  13. 2.3 Test results and discussions / p34 (0025.jp2)
  14. 2.4 Finite element modeling of composite stub columns by ABAQUS / p58 (0037.jp2)
  15. 2.5 Implications of fill material properties on composite stub column response / p68 (0042.jp2)
  16. 2.6 Strength predictions for filled steel stub columns / p69 (0042.jp2)
  17. 2.7 Conclusions / p73 (0044.jp2)
  18. References / p74 (0045.jp2)
  19. 3.STEEL-FILL MATERIAL INTERACTION AS MODELED BY OPEN SANDWICH BEAMS / p77 (0046.jp2)
  20. 3.1 Introduction / p77 (0046.jp2)
  21. 3.2 Experimental procedures / p78 (0047.jp2)
  22. 3.3 Test results and discussions / p81 (0048.jp2)
  23. 3.4 Finite element analytical modeling by ABAQUS / p94 (0055.jp2)
  24. 3.5 Conclusions / p99 (0057.jp2)
  25. References / p100 (0058.jp2)
  26. 4.FLEXURAL BEHAVIOUR OF FILLED STEEL COMPOSITE BEAMS SUBJECTED TO PURE BENDING / p101 (0058.jp2)
  27. 4.1 Introduction / p101 (0058.jp2)
  28. 4.2 Experimentation / p101 (0058.jp2)
  29. 4.3 Test results and discussions / p106 (0061.jp2)
  30. 4.4 Simple analytical models for beam-column ultimate strength / p120 (0068.jp2)
  31. 4.5 Conclusions / p126 (0071.jp2)
  32. References / p127 (0071.jp2)
  33. 5.HOLLOW STEEL COLUMNS UNDER SIMULATED QUASI-STATIC MULTI-DIRECTIONAL LOADS / p129 (0072.jp2)
  34. 5.1 Introduction / p129 (0072.jp2)
  35. 5.2 Experimental procedures / p130 (0073.jp2)
  36. 5.3 Test results and discussions / p140 (0078.jp2)
  37. 5.4 Finite element analytical modeling by ABAQUS / p155 (0085.jp2)
  38. 5.5 Design implications / p167 (0091.jp2)
  39. 5.6 Conclusions / p170 (0093.jp2)
  40. References / p170 (0093.jp2)
  41. 6.FILLED STEEL COLUMNS SUBJECTED TO CYCLIC LOADING / p173 (0094.jp2)
  42. 6.1 Introduction / p173 (0094.jp2)
  43. 6.2 Experimental procedures / p174 (0095.jp2)
  44. 6.3 Test results and discussions / p178 (0097.jp2)
  45. 6.4 Analytical studies / p186 (0101.jp2)
  46. 6.5 Conclusions / p190 (0103.jp2)
  47. References / p190 (0103.jp2)
  48. 7.DESIGN CONSIDERATIONS FOR FILLED STEEL STRUCTURAL MEMBERS / p193 (0104.jp2)
  49. 7.1 Conventional design provisions around the world / p193 (0104.jp2)
  50. 7.2 Proposed design considerations / p202 (0109.jp2)
  51. References / p209 (0112.jp2)
  52. 8.SUMMARY AND CONCLUSIONS / p211 (0113.jp2)
  53. RESEARCH ACTIVITIES AT KYOTO UNIVERSITY / p215 (0115.jp2)
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各種コード

  • NII論文ID(NAID)
    500000188178
  • NII著者ID(NRID)
    • 8000000188461
  • DOI(NDL)
  • 本文言語コード
    • eng
  • NDL書誌ID
    • 000000352492
  • データ提供元
    • 機関リポジトリ
    • NDL ONLINE
    • NDLデジタルコレクション
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