This paper presents a solution procedure for damage identification thr
ough measured structural response. The cost functional employed is bas
ed on the regulation method for inverse problems. An optimization proc
edure using the Euler-Lagrange equation is developed to reduce the min
imization problem to a two-point boundary value problem (TPBVP) with j
ump discontinuities. Compared to existing techniques in solving the mi
nimization problem, this approach does not resolve to more advanced ma
thematical tools and is thus more easily accepted in the engineering a
pplication field. Numerical studies of 2-DOF and 10-DOF shear beam-typ
e structures and experimental correlation with a three-story model str
ucture demonstrate the feasibility and accuracy of the proposed approa
ch and are reported in a companion paper.