Post on 03-Aug-2018
Adjusted Maximum Considered Earthquake (MCE) Spectral Response Accelerations
SMS = Fa SS = 1.40 (0.65g) = 0.91g
SM1 = Fv S1 = 3.0 (0.25g) = 0.75g
Design Spectral Response Acceleration Parameters
SDS = 2/3 SMS = 2/3 (0.91g) = 0.61g
SD1 = 2/3 SM1 = 2/3 (0.75g) = 0.50g
Steffie 2010
Untuk Perioda T ≤ T0 ; Sa = (0.60) (SDS/To)T + 0.40 SDS
Untuk T = 0 ; Sa = 0.40 SDS = 0.40 (0.61g)
= 0.24g
Pada puncak kurva : Sa = SDS = 0.61g
Steffie 2010
Adjusted Maximum Considered Earthquake (MCE) Spectral Response Accelerations
SMS = Fa SS = 1.50 (0.60g) = 0.90g
SM1 = Fv S1 = 3.04 (0.24g) = 0.73g
Design Spectral Response Acceleration Parameters
SDS = 2/3 SMS = 2/3 (0.90g) = 0.60g
SD1 = 2/3 SM1 = 2/3 (0.73g) = 0.49g
Steffie 2010
Untuk Perioda T ≤ T0 ; Sa = (0.60) (SDS/To)T + 0.40 SDS
Untuk T = 0 ; Sa = 0.40 SDS = 0.40 (0.60g)
= 0.24g
Pada puncak kurva : Sa = SDS = 0.60g
Steffie 2010