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#75132 - 11/09/20 04:58 PM Seismic Load Cases
zall Offline
Member

Registered: 11/15/18
Posts: 23
Loc: Turkey
Hello,

I am trying to a natural gas pipeline analysis. The line is starting with hot tap tee to pig launcher and thereafter goes into the soil. I made g vector zero under soil but failed under soil altough zero vector. Failed load cases are L36, L37, L39, L40.


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#75137 - 11/10/20 11:15 AM Re: Seismic Load Cases [Re: zall]
Michael_Fletcher Offline
Member

Registered: 01/29/10
Posts: 1025
Loc: Louisiana, US
Disable U1, U2, etc for the buried pipe. They're not applicable, because the buried piping gets moved in bulk with the earth.

CAESAR doesn't actually know the pipe is buried - it doesn't know anything beyond the pipe being weightless and held by springs.

As the buried piping actually shifts north during a seismic event, the movement of the unburied pipe, relative to the buried pipe, is to the south. And that's what you're simulating.

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#75143 - 11/11/20 01:04 AM Re: Seismic Load Cases [Re: zall]
zall Offline
Member

Registered: 11/15/18
Posts: 23
Loc: Turkey
Mr. Fletcher i disabled u1, u2, u3 vectors zero for the buried pipes. I think seismic loads in buried parts should be zero because of zero u vectors. But not zero and some points are failed.

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