I am using ASCE to determine seismic load on building near a hill.I cannot find in the code an amplification of seismic load due to topographic irreguliarities.(as for french code for example)is there any known supplementary recommendations for these kind of cases?
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.