I am new to this forum, so I am not sure how things work over here.
I have been working on a foundation for a tank ( 22' tall with a 12' diameter) but I am all stuck wiht the convective and impulsive components for the forces seismic design.
I am using the AWWA D100 standarts and also ASCE. ASCE doesn't have a lot equations to calculate all the varibles I need. AWWA has all the equations but its design method is complete different. Which standard should I use. Does anyone has a design guide that I can use?
I canvassed the internet but have not been very lucky with it.
Milene La Torre