Table 4 Roof displacement demands of the building models.
From: Nonlinear analysis of reinforced concrete buildings with different heights and floor systems
Record | Roof displacement demands of the building models (mm) | ||||||||
|---|---|---|---|---|---|---|---|---|---|
5-storey building models | 10-storey building models | 15-storey building models | |||||||
Solid slab | Hollow block | Flat slab | Solid slab | Hollow block | Flat slab | Solid slab | Hollow block | Flat slab | |
ChiChi | 36.71 | 112.43 | 101.45 | 132.78 | 204.18 | 171.2 | 178.33 | 135.79 | 119.18 |
Duzce | 29.94 | 58.00 | 65.38 | 58.97 | 72.20 | 59.49 | 66.13 | 61.55 | 65.10 |
Elcentro | 46.24 | 57.97 | 70.12 | 48.66 | 99.19 | 153.9 | 138.92 | 154.92 | 125.01 |
Kobe | 51.51 | 72.80 | 90.81 | 113.77 | 91.90 | 83.04 | 90.68 | 96.08 | 99.48 |
Kocaeli | 16.98 | 42.63 | 45.79 | 65.02 | 133.88 | 106.7 | 109.05 | 231.45 | 298.95 |
LomaPrieta | 30.48 | 30.80 | 32.38 | 39.20 | 49.54 | 65.98 | 60.14 | 54.16 | 54.94 |
Northridge | 25.54 | 32.43 | 30.21 | 32.03 | 39.57 | 56.28 | 47.18 | 33.19 | 41.87 |
Average | 33.915 | 58.152 | 62.305 | 70.061 | 98.637 | 99.52 | 98.632 | 109.592 | 114.932 |
The ratio of maximum and minimum demand | 3.03 | 3.65 | 3.36 | 4.15 | 5.16 | 3.04 | 3.78 | 6.97 | 7.14 |
Demand for ASCE 41-13 NSP | 87.29 | 107.74 | 157.64 | 225.15 | 303.96 | 358.7 | 359.21 | 493.88 | 548.10 |
Roof displacement demands normalized by building height (Avg. Time His.) % | 0.226 | 0.388 | 0.415 | 0.234 | 0.329 | 0.332 | 0.219 | 0.244 | 0.255 |
Roof displacement demands normalized by building height (pushover) % | 0.582 | 0.718 | 1.051 | 0.750 | 1.013 | 1.196 | 0.798 | 1.098 | 1.218 |
