Location of parking structure: San Jose CA
I am wondering what seismic catagory to use for the ramp structures (helix and kind of ramp bridge type structure) to the main parking buildings.
Do i have to design as Building structures or non-building for the seismic consideration?
I am wondering what seismic catagory to use for the ramp structures (helix and kind of ramp bridge type structure) to the main parking buildings.
Do i have to design as Building structures or non-building for the seismic consideration?
