Research Article
The Influence of Infill Wall Topology and Seismic Characteristics on the Response and Damage Distribution in Frame Structures
Table 1
Overall and reduction values of damage and behaviour indices for all frames.
(a) |
| | Frame | Min. | Max. | Average |
| GDIPA | 0 | 0.000 | 0.304 | 0.188 | 1 | 0.000 | 0.162 | 0.035 | 2 | 0.000 | 0.175 | 0.037 | 3 | 0.000 | 0.197 | 0.049 | 4 | 0.000 | 0.191 | 0.047 |
| MISDR (%) | 0 | 0.45 | 4.11 | 1.41 | 1 | 0.15 | 1.01 | 0.55 | 2 | 0.18 | 1.10 | 0.59 | 3 | 0.16 | 1.02 | 0.55 | 4 | 0.19 | 1.10 | 0.59 |
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(b) |
| | Percentage reduction against frame 0 (%) | | Frame | Min. | Max. | Average |
| GDIPA | 1 | N/A | 47 | 81 | 2 | N/A | 42 | 80 | 3 | N/A | 35 | 74 | 4 | N/A | 37 | 75 |
| MISDR (%) | 1 | 67 | 75 | 61 | 2 | 60 | 73 | 58 | 3 | 64 | 75 | 61 | 4 | 58 | 73 | 58 |
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