Hi, can someone advise me how to determine wind and seismic floor accelerations using ETABS.
In addition, does anyone know if ETABS can calculate dynamic wind forces in a similar way that it calculates seismic forces.
Thanks and Regards
I am currently using ETABS and UBC Code to model buildings in the middle east. Although ETABS calculates lateral drifts I am not sure of the following :-
1. ETABS calculates lateral drifts based on the SRSS earthquake load case. Does this value need to be multiplied by 0.7 R to obtain maximum...