Table 2 Seismic coefficients used for evaluation of design seismic load.
From: Seismic Behavior Factors of RC Staggered Wall Buildings
Seismic load level | Low | Medium |
|---|---|---|
Maximum considered earthquake | ||
 SS | 0.46 | 0.80 |
 S1 | 0.19 | 0.30 |
Site class | B | C |
Design earthquake | ||
 SDS | 0.31 | 0.57 |
 SD1 | 0.13 | 0.20 |
 Sa (T = 0) | 0.12 | 0.23 |
R-factor | 3 | |