PauPower
Structural
- Sep 23, 2008
- 2
A calculation is performed according to appendix E with peak acceleration "Sp" and also is tried with design spectral response parameter Sa, Sa0, Sa*. In all cases the result is that impulsive accelaration is less than convective acceleration, Ai<Ac. According to equation E.4.6.1.4 impulsive shall be higher. API is not indicating in that case how to proceed, Do we have any alternative?, How we can solve it?
Soil type: SE
Sp=0.34g
Importance factor: 1
Dimensions:
D=7410mm
Shell Height=7500mm
Liquid level= 7200mm
Soil type: SE
Sp=0.34g
Importance factor: 1
Dimensions:
D=7410mm
Shell Height=7500mm
Liquid level= 7200mm