Tables index

From

Modelling of Reinforced Concrete Beam-column Joint for Cyclic Earthquake Loading

Khalid Abdel Naser Abdel Rahim

American Journal of Civil Engineering and Architecture. 2019, 7(2), 67-114 doi:10.12691/ajcea-7-2-4
  • Table 1. Properties of the test materials used by [12]
  • Table 2. Summary of the experimental program used by [13]
  • Table 3. Properties of specimen used by Alsayed, et al. (2010)
  • Table 4. Properties of specimen used by [22]
  • Table 5. Experimental and numerical results compared by [24] for the plastic hinge model
  • Table 6. Specimen properties used by [25]
  • Table 7. The elastic properties identified for steel
  • Table 8. The plastic properties identified for steel
  • Table 9. The elastic properties identified for concrete
  • Table 10. The plastic properties identified for concrete
  • Table 11. The properties of the model
  • Table 12. The magnitudes of the maximum displacement set at load points 7 and 8 for each cycle
  • Table 13. The magnitudes of the applied loads at load point 8 in y direction (Stage 1)
  • Table 14. The magnitudes of the applied loads at load point 7 in y direction (Stage 2)
  • Table 15. Hysterises graph summary of cyclic earthquake loading
  • Table 16. Stress vs. strain graphs summary of cyclic earthquake loading
  • Table 17. Cracking pattern summary of cyclic earthquake loading
  • Table 18. Cracking pattern summary of the applied real historic earthquakes
  • Table 19. Summary of Maximum Peaks with Respect to Time and Axial Force (Earthquake 1 – Athens)
  • Table 20. Summary of maximum peaks with respect to time and displacement (Earthquake 1 – Athens)
  • Table 21. Summary of maximum peaks with respect to time and stress (Earthquake 1 – Athens)
  • Table 22. Summary of maximum peaks with respect to time and axial force (Earthquake 2 – Friuli)
  • Table 23. Summary of maximum peaks with respect to time and displacement (Earthquake 2 – Friuli)
  • Table 24. Summary of maximum peaks with respect to time and stress (Earthquake 2 – Friuli)
  • Table 25. Summary of maximum peaks with respect to time and axial force (Earthquake 3 – Izmir)
  • Table 26. Summary of maximum peaks with respect to time and displacement (Earthquake 3 – Izmir)
  • Table 27. Summary of maximum peaks with respect to time and stress (Earthquake 3 – Izmir)
  • Table 28. Summary of maximum axial force at critical response time of each earthquake
  • Table 29. Summary of maximum displacement at critical response time of each earthquake
  • Table 30. Summary of maximum stress at critical response time of each earthquake