Table 1 Sectional details of the column
From: Displacement-based seismic fragility assessment of a high-rise reinforced concrete building
Floor Level | Â | Inner Core | Outer Core | Mesosphere | Crust |
|---|---|---|---|---|---|
16th to 19th | Name | C1c | C2c | — | — |
Dimension | 400 mm × 400 mm | 400 mm × 400 mm | |||
11th to 15th | Name | C1b | C2b | C3b | — |
Dimension | 450 mm × 450 mm | 400 mm × 400 mm | 400 mm × 400 mm | ||
6th to 10th | Name | C1a | C2a | C3a | — |
Dimension | 550 mm × 500 mm | 500 mm × 500 mm | 450 mm × 450 mm | ||
G to 5th floor | Name | C1 | C2 | C3 | C4 |
Dimension | 650 mm × 650 mm | 600 mm × 600 mm | 550 mm × 500 mm | 500 mm × 500 mm | |
Foundation to G | Name | P1 | P2 | P3 | P4 |
Dimension | 850 mm × 850 mm | 800 mm × 800 mm | 750 mm × 750 mm | 700 mm × 700 mm |
