Hi all, I'm diving deep now into site specific seismic response analysis, those analyses where surface ground motions are figured out by algorithms which determine the amplification of the bedrock motion.
Do you guys kno wabout any specific regulations or parts thereof aside the very few ones I know, which are ASCE/SEI 7-10 chapter 21, NRC2007 annex E...
And, are they used at all where you work? Besides the mandatory case of F ASCE/SEI 7-10 soil
Do you guys kno wabout any specific regulations or parts thereof aside the very few ones I know, which are ASCE/SEI 7-10 chapter 21, NRC2007 annex E...
And, are they used at all where you work? Besides the mandatory case of F ASCE/SEI 7-10 soil