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Seismic load definition

Seismic load definition

Seismic load definition

(OP)
Hi there. I am trying to define the seismic load using the ASCE 7. I have some troubles defining the "Ss" and "S1" parameters for my location (London)

Many thanks for help,

Uroš
Replies continue below

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RE: Seismic load definition

What are you designing? I have never seen a structure in the UK designed to consider seismic forces. You wont find any maps for London.

If you have a project in the UK that needs to consider seismic then you need a probabilistic seismic hazard assessment(PSHA)

RE: Seismic load definition

I agree with the above posts.

However, UFC 3-301-01 lists S1=4%g and Ss=13%g (PGA = 5%) for site class B in London

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just call me Lo.

RE: Seismic load definition

Lo - where in this document does it provide site class for London. Did a quick text search and couldnt find.

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