Application of seismic forces

[hayeska]

I have a question regarding the application of seismic forces to earth retaining structures (gravity, cantilever, SRW etc.) used in non-building applications, commercial site application.

Building Code IBC 2006

Location: Northeast

Ss=0.232

S1=0.061

Specifically, should seismic forces be applied for such applications?

Thanks

 

[msucog]

i suggest everyone review the nchrp 611 above (all three parts at link) and draw your own conclusions--besides it is your stamp.