Based on the studies and experiments of the responses of brick model under dynamic and static shear-compression loading

this paper brought forward an equation as a transition one for standard of masonry structure design in revision and the standard of aseismic building design. With its simple form

definite concept and similar calculation results in comparison with those obtained by equations from two standards

this equation has realized the correlation of the old and new ones. Besides it is rather save

so it has given a new advice for the revision of the standards.