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...
Hello everybody!!!
I have a question related to a column type seismic analysis.
I performed a FEA calculation, spectrum response analysis. I would like to compare these results with analytical calculation based on ASCE 07. I need to compare elastic response parameters (base shear, overturning...
