Dynamic response of cable-stayed bridge under earthquake motion with phase lag taking account of soil-structure interaction 地盤との相互作用及び入力位相差を考慮した斜張橋の地震応答解析

この論文をさがす

著者

    • Teguh Rahardjo テグー ラハルジョ

書誌事項

タイトル

Dynamic response of cable-stayed bridge under earthquake motion with phase lag taking account of soil-structure interaction

タイトル別名

地盤との相互作用及び入力位相差を考慮した斜張橋の地震応答解析

著者名

Teguh Rahardjo

著者別名

テグー ラハルジョ

学位授与大学

山梨大学

取得学位

博士 (工学)

学位授与番号

甲第46号

学位授与年月日

1996-03-22

注記・抄録

博士論文

目次

  1. Contents / p5 (0005.jp2)
  2. Dedication / p1 (0003.jp2)
  3. Acknowledgment / p2 (0003.jp2)
  4. Abstract / p3 (0004.jp2)
  5. Contents / p5 (0005.jp2)
  6. 1.Introduction / p1 (0006.jp2)
  7. 1.1 General / p1 (0006.jp2)
  8. 1.2 Literature review / p1 (0006.jp2)
  9. 1.3 Objectives and scope of study / p4 (0008.jp2)
  10. 2.Earthquake Response of Cable-Stayed Bridge in Consideration of Soil-Structure Interaction / p6 (0009.jp2)
  11. 2.1 Introduction / p6 (0009.jp2)
  12. 2.2 Equation of motion / p6 (0009.jp2)
  13. 2.3 Model of investigation / p11 (0011.jp2)
  14. 2.4 Results and discussions / p15 (0013.jp2)
  15. 2.5 Concluding remarks / p36 (0024.jp2)
  16. 3.Dynamic Response of Cable-Stayed Bridge under Horizontal Earthquake Motion with Phase Lag / p37 (0024.jp2)
  17. 3.1 Introduction / p37 (0024.jp2)
  18. 3.2 Equation of motion / p38 (0025.jp2)
  19. 3.3 Models of investigation / p39 (0025.jp2)
  20. 3.4 Results and discussions / p43 (0027.jp2)
  21. 3.5 Concluding remarks / p59 (0035.jp2)
  22. 4.Dynamic Response of Cable-Stayed Bridge under Vertical and Horizontal Earthquake Motions with Phase Lag / p85 (0048.jp2)
  23. 4.1 Introduction / p85 (0048.jp2)
  24. 4.2 Models of investigation and ground disturbances / p86 (0049.jp2)
  25. 4.3 Results and discussions / p87 (0049.jp2)
  26. 4.4 Concluding remarks / p99 (0055.jp2)
  27. 5.Dynamic Response of Cable-Stayed Bridge under Earthquake Motions with Phase Lag Taking account of Soil-Structure Interaction / p108 (0060.jp2)
  28. 5.1 Introduction / p108 (0060.jp2)
  29. 5.2 Model of investigation and excitation / p108 (0060.jp2)
  30. 5.3 Results and discussions / p109 (0060.jp2)
  31. 5.4 Concluding remarks / p123 (0067.jp2)
  32. 6.Conclusions / p125 (0068.jp2)
  33. References / p127 (0069.jp2)
  34. Appendix A1:Power spectrum density of the response of structure in which the soil-structure interaction is considered / p130 (0071.jp2)
  35. Appendix A2:Power spectrum density of the response of structure under horizontal wave with phase lag / p134 (0073.jp2)
  36. Appendix A3:Power spectrum density of the response of structure under horizontal and vertical waves with phase lag / p138 (0075.jp2)
  37. Appendix A4:Power spectrum density of the response of structure under earthquake motions with phase lag taking account of soil-structure interaction / p146 (0079.jp2)
  38. Appendix B1:Table of material properties of upper-structure for a center span of 350m of cable-stayed bridge and Table of soil parameter values / p148 (0080.jp2)
  39. Appendix B2:Relation of maximum displacement and period of input sine-wave,relation between the first natural period and the width of ground-foundation system,and the maximum displacement for each width of ground-foundation system / p149 (0080.jp2)
  40. Appendix B3:Table of material properties of upper-structure for a center span of 600m of cable-stayed bridge / p151 (0081.jp2)
0アクセス

各種コード

  • NII論文ID(NAID)
    500000132581
  • NII著者ID(NRID)
    • 8000000132852
  • DOI(NDL)
  • NDL書誌ID
    • 000000296895
  • 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