Figures index

From

Simplified Method for Analysis of Tall Buildings in an Earthquake

Yifei Xiao, Huaying Li, Jinzhao Chen, Tuo Zhou, Elisa Lumantarna

American Journal of Civil Engineering and Architecture. 2019, 7(5), 190-201 doi:10.12691/ajcea-7-5-1
  • Figure 1. Structure plan view of 105m building
  • Figure 2. Structure plan view of 132.6m building
  • Figure 3. Structure plan view of 143.5m building
  • Figure 4. Structure plan view of 193.2m building
  • Figure 5. First mode displacement at each floor
  • Figure 6. Capacity diagram
  • Figure 7. Demand diagram
  • Figure 8. Superposition of capacity diagram and demand diagram
  • Figure 9. Displacement of 105m building
  • Figure 10. Displacement of 132.6m building
  • Figure 11. Displacement of 143.5m building
  • Figure 12. Displacement of 193.2m building
  • Figure 13. Inter-storey drift of 105m building
  • Figure 14. Inter-storey drift of 132.6m building
  • Figure 15. Inter-storey drift of 143.5m building
  • Figure 16. Inter-storey drift of 193.2m building
  • Figure 17. Two different asymmetry plans
  • Figure 18. Obtain e by extrapolation of 105m building
  • Figure 19. Obtain e by extrapolation of 132.6m building
  • Figure 20. Obtain e by extrapolation of 143.5m building
  • Figure 21. Obtain e by extrapolation of 193.2m building
  • Figure 22. Obtain Δo by extrapolation of 105m building
  • Figure 23. Obtain Δo by extrapolation of 132.6m building
  • Figure 24. Obtain Δo by extrapolation of 143.5m building
  • Figure 25. Obtain Δo by extrapolation of 193.2m building
  • Figure 26. Stiff edge displacement of 105m building
  • Figure 27. Stiff edge displacement of 132.6m building
  • Figure 28. Stiff edge displacement of 143.5m building
  • Figure 29. Stiff edge displacement of 193.2m building
  • Figure 30. Flexible edge displacement of 105m building
  • Figure 31. Flexible edge displacement of 132.6m building
  • Figure 32. Flexible edge displacement of 143.5m building
  • Figure 33. Flexible edge displacement of 193.2m building