Grain bins are often located in areas where the risk of earthquakes re
quires they be designed to resist seismic loading. A description of th
e shear-beam method of seismic analysis, including discussion of an ap
propriate constitutive model for particulate materials, is presented.
This is followed by formulation of the constitutive properties databas
e for two types of wheat at two packing densities and three moisture c
ontents, and the procedure for obtaining composite shear beam properti
es from the individual wheat and bin wall properties. The results of s
eismic response computations for a large steel bin filled with wheat a
re given to illustrate the shear-beam analysis method.