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...
Does anyone have a reference to compute Rowes moment reduction coefficient, Rm for flexible anchored sheet pile walls? I have the EM 1110-2-2504 reference which illustrates some graphs, but want to look forward for additional info. Thanks.
