Table 2 Basic seismic acceleration coefficient
(a) Rock or very stiff soil sites
Period |
Structural ductility factor μ |
1.0 1.25 2.0 3.0 4.0 5.0 6.0 |
|
0 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.50 0.60 0.70 0.80 0.90 1.0 1.5 2.0 2.5 3.0 4.0 |
0.40 |
(b) Intermediate soil sites
Period |
Structural ductility factor μ |
1.0 1.25 2.0 3.0 4.0 6.0 |
|
0 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.50 0.60 0.70 0.80 0.90 1.0 1.5 2.0 2.5 3.0 4.0 |
0.40 |
(c) Flexible or deep soil sites
Period |
Structural ductility factor μ |
1.0 1.25 2.0 3.0 4.0 5.0 6.0 |
|
0 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.5 2.0 2.5 3.0 4.0 |
0.40 |