Table 9 Redistribution of the imposed loads in the 20-story RC frames with different soil types.
Conditions | Soil type | λ0 (kN) | λdamage (kN) | SI |
|---|---|---|---|---|
Middle column | Rock | 4839.6 | 3929.5 | 0.1881 |
SM | 5052.6 | 4056.1 | 0.1972 | |
CL-ML | 5553.6 | 4189.4 | 0.2456 | |
GW | 5839.4 | 4321.3 | 0.2600 | |
Clay-MC | 6992 | 5004 | 0.2843 | |
Corner column | Rock | 4839.6 | 3837.83 | 0.2070 |
SM | 5052.6 | 3966.2 | 0.2150 | |
CL-ML | 5553.6 | 4058.37 | 0.2692 | |
GW | 5839.4 | 4167.73 | 0.2863 | |
Clay-MC | 6992 | 4721.73 | 0.3247 | |
Edge column | Rock | 4839.6 | 3786.8 | 0.2175 |
SM | 5052.6 | 3925.8 | 0.2230 | |
CL-ML | 5553.6 | 3922.5 | 0.2937 | |
GW | 5839.4 | 3925.2 | 0.3278 | |
Clay-MC | 6992 | 4499.6 | 0.3565 |