| http://www.w3.org/ns/prov#value | - The method of claim 33 wherein said indicator function is given by ##EQU28## wherein a represents said assumed location, b represents said assumed severity, ?? represents a matrix of fractional changes in stiffness of one or more elements in the structure, k represents one of said elements, n is a real number, and wherein said damage detection equation is given by ΣZ matrices=(Fo+ΔF)^
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