Figures (13)  Tables (1)

    • Figure 1. 

      Resilience indicator: dwelling and sheltering capacity as a utility function.

    • Figure 2. 

      Different strategies for damage identification. (a) Change in displacement patterns; (b) Reduction in bearing capacity; (c) Reduction in stiffness.

    • Figure 3. 

      Evaluation of global damage through the changes in the capacity curve stiffness.

    • Figure 4. 

      Nonlinear degrading model used to simulate damage on beams and columns.

    • Figure 5. 

      Story series system of NB beams and NC columns.

    • Figure 6. 

      Influence of local damage at each element on a 1-bay, 1-story frame.

    • Figure 7. 

      Elevation view of the 4 GLD building.

    • Figure 8. 

      Global damage index when a single element is damaged: (a) beams, (b) columns.

    • Figure 9. 

      Capacity spectra of the 4-story GLD frame.

    • Figure 10. 

      Tributary areas for columns: "Edge, exterior and interior" column.

    • Figure 11. 

      The 3D building.

    • Figure 12. 

      The building's layout (x-y plan) and the cross section of 'undamaged and damaged column'.

    • Figure 13. 

      The effect of the damaged column's position on the global damage index DG: (a) Edge columns, (b) Exterior columns (x-x), (c) Interior columns, (d) Exterior columns (y-y).

    • Story Individual damages Importance factors Damage
      Beam Columns Beam Column Story Story Global
      1 2 3 1 2 3 4 αb,i αc,j βk DS,k DG
      1 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.10 0.17 0.41 0.23 0.146
      2 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.16 0.13 0.30 0.15
      3 0.12 0.16 0.09 0.00
      4 0.12 0.16 0.09 0.00

      Table 1. 

      Damage pattern and global damage estimation of the 4-story GLD frame.