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- To: seaoc(--nospam--at)seaoc.org
- Subject: dynamic analysis
- From: "Julio Guerra - Chief Struct. Eng." <Julio.Guerra(--nospam--at)theaustin.com>
- Date: Fri, 22 Aug 1997 09:59:29 -0700
I think I need some help from the structural community. I am working on a dynamic analysis of an irregular structure and it is my understanding that I have to use the Rw factor to reduce the base shear. UBC 1994 Section 16188.8.131.52 refers to the use of this factor, applicable only for soil profile type S4. Is it a different procedure for other soil profile types, like S2 and S3? Thanks in advance for your response Julio Guerra
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