Table 5 Redistribution of the imposed loads and Y-displacement in the 20-story RC frames.
Conditions | Software | Discrepancy (%) | ||
|---|---|---|---|---|
Middle column | SeismoStruct | y-disp0 (m) | 0.0846 | |
y-dispdamage (m) | 0.1207 | |||
λ0 (kN) | 4932.427 | |||
λdmage (kN) | 3724.434 | |||
SI | 0.245 | |||
FLAC | y-disp0 (m) | 0.08286 | 2.05 | |
y-dispdamage (m) | 0.1165 | 3.48 | ||
λ0 (kN) | 4834 | 1.99 | ||
λdmage (kN) | 3793 | 1.81 | ||
SI | 0.2153 | |||
Corner column | SeismoStruct | y-disp0 (m) | 0.0846 | |
y-dispdamage (m) | 0.1056 | |||
λ0 (kN) | 4932.427 | |||
λdmage (kN) | 3491.132 | |||
SI | 0.292 | |||
FLAC | y-disp0 (m) | 0.08286 | 2.05 | |
y-dispdamage (m) | 0.1106 | 4.52 | ||
λ0 (kN) | 4834 | 1.99 | ||
λdmage (kN) | 3538.86 | 1.35 | ||
SI | 0.2679 | |||
Edge column | SeismoStruct | y-disp0 (m) | 0.0846 | |
y-dispdamage (m) | 0.2249 | |||
λ0 (kN) | 4932.427 | |||
λdmage (kN) | 3413.043 | |||
SI | 0.308 | |||
FLAC | y-disp0 (m) | 0.08286 | 2.05 | |
y-dispdamage (m) | 0.220 | 2.18 | ||
λ0 (kN) | 4834 | 1.99 | ||
λdmage (kN) | 3382.2 | 0.90 | ||
SI | 0.3003 |