Seismic response analysis of masonry construction by the modified distinct element method 拡張個別要素法を用いた石造建築構造物の地震応答解析

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Author
    • Delgado Perez, Alberto Carlos デルガド ペレス, アルベルト カルロス
Bibliographic Information
Title

Seismic response analysis of masonry construction by the modified distinct element method

Other Title

拡張個別要素法を用いた石造建築構造物の地震応答解析

Author

Delgado Perez, Alberto Carlos

Author(Another name)

デルガド ペレス, アルベルト カルロス

University

東京大学

Types of degree

博士 (工学)

Grant ID

甲第10242号

Degree year

1993-09-30

Note and Description

博士論文

Table of Contents
  1. TABLE OF CONTENTS / p4 (0007.jp2)
  2. Acknowledgments / p1 (0004.jp2)
  3. Abstract / p2 (0005.jp2)
  4. Table of contents / p4 (0007.jp2)
  5. Chapter1.INTRODUCTION / (0010.jp2)
  6. 1.1 Background and objectives / 1-1 / (0010.jp2)
  7. 1.2 Review of previous works / 1-2 / (0011.jp2)
  8. 1.3 Structure of this study / 1-4 / (0013.jp2)
  9. Chapter2.THEORY OF MODIFIED DISTINCT ELEMENT METHOD / (0016.jp2)
  10. 2.1 History of Modified Distinct Element Method(MDEM) / 2-1 / (0016.jp2)
  11. 2.2 Mathematical formulation of MDEM / 2-2 / (0017.jp2)
  12. 2.3 Time integration schemes / 2-9 / (0024.jp2)
  13. 2.4 Evaluation of material parameters / 2-11 / (0026.jp2)
  14. 2.5 Verification of material parameters / 2-16 / (0031.jp2)
  15. Chapter3 SIMULATION OF COLLAPSE MECHANISM OF ADOBE MASONRY WALLS / (0040.jp2)
  16. 3.1 Introduction / 3-1 / (0040.jp2)
  17. 3.2 Review of experimental data / 3-2 / (0041.jp2)
  18. 3.3 Evaluation of material parameters / 3-5 / (0044.jp2)
  19. 3.4 Verification of material parameters / 3-5 / (0044.jp2)
  20. 3.5 Determination of external loads / 3-6 / (0045.jp2)
  21. 3.6 Simulation of collapse mechanism of one-story adobe masonry wall / 3-7 / (0046.jp2)
  22. 3.7 Simulation of collapse mechanism of two-story adobe masonry wall / 3-11 / (0050.jp2)
  23. 3.8 Feasibility of construction of two-story adobe houses in Peru / 3-14 / (0053.jp2)
  24. 3.9 Concluding remarks / 3-17 / (0056.jp2)
  25. CHAPTER4 SIMULATION OF COLLAPSE MECHANISM OF BRICK MASONRY WALLS / (0096.jp2)
  26. 4.1 Introduction / 4-1 / (0096.jp2)
  27. 4.2 Review of experimental data / 4-3 / (0098.jp2)
  28. 4.3 Evaluation of material parameters for MDEM / 4-3 / (0098.jp2)
  29. 4.4 Determination of external loads / 4-4 / (0099.jp2)
  30. 4.5 Simulation of the collapse mechanis of brick masonry walls / 4-5 / (0100.jp2)
  31. 4.6 Concluding remarks / 4-9 / (0104.jp2)
  32. Chapter5 STUDY OF THE BEHAVIOR OF A HISTORICAL MASONRY BUILDING / (0145.jp2)
  33. 5.1 Introduction / 5-1 / (0145.jp2)
  34. 5.2 Review of available data / 5-2 / (0146.jp2)
  35. 5.3 Evaluation of material parameters / 5-3 / (0147.jp2)
  36. 5.4 Determination of external loads / 5-3 / (0147.jp2)
  37. 5.5 Simulation of the collapse mechanism of walls / 5-4 / (0148.jp2)
  38. 5.6 Concluding remarks / 5-6 / (0150.jp2)
  39. Chapter6 VISUALIZATION OF MDEM RESULTS / (0182.jp2)
  40. 6.1 Introduction / 6-1 / (0182.jp2)
  41. 6.2 Requirements for interactive visualization system / 6-2 / (0183.jp2)
  42. 6.3 Interactive visualization system / 6-4 / (0185.jp2)
  43. 6.4 Concluding remarks / 6-5 / (0186.jp2)
  44. Chapter7 CONCLUSIONS AND RECOMMENDATION / 7-1 / (0193.jp2)
  45. REFERENCES / R-1 / (0196.jp2)
6access
Codes
  • NII Article ID (NAID)
    500000118887
  • NII Author ID (NRID)
    • 8000000119152
  • DOI(NDL)
  • NDLBibID
    • 000000283201
  • Source
    • NDL ONLINE
    • NDL Digital Collections
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