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.
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.