Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations GregLocock on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Seismic Design of Storage Tanks 2

Status
Not open for further replies.

denyslara

Structural
Feb 15, 2006
2
Hi to everybody!!!

I'm looking for information regarding to the calculation of the natural period of first mode sloshing for a rectangular steel welded tank. I'm using a guidline from the API which uses an approximate formulation for circular tanks which depends on a k factor and the tank diameter. The k factor depends on the diameter to height ratio.
 
Replies continue below

Recommended for you

That was covered in the original paper on which the API and AWWA codes were based. The document was an NRC paper TID-7024, but don't have exact title.

Steve Braune
Tank Industry Consultants
 
denyslara (Structural)

Reference to this thread794-139620

the following Dose Sloshing have any Effects In Full Vertical Cylindrical Vessels

The list of reference dose have natural period of first mode sloshing for a rectangular.


"been their done that"
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor