Re: Longitudianal Seismic Loads on Pipe Anchors Bay.

From: <Rahul>
Date: Thu Jun 03 2004 - 05:52:00 EDT

The other way is to go for composite analysis in case of very critical piping. Where the structures are required to be modelled. Then we can go for dynamic analysis. It is a time taking activity and many times based on limited data available.
So better to go by thumb rules or the values casar give for static mode of sysmic analysis.

Rahul

RAHUL DEEPAK KULKARNI
GHARKUL 36 MANISHANAGAR

      PANDHARPUR
      PIN 413304

RDK77@YAHOO.COM

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[Non-text portions of this message have been removed] Received on Thu Jun 03 05:52:00 2004