The paper presents an up-to-date review of results concerning the evaluation of the stiffnesses of elastic plates with periodic structure. The homogenization formulae of Kohn and Vogelius (1984) (model a = 1) are viewed as the formulae of reference. The paper discusses the range of applicability of the homogenization formulae for the two-dimensional plate models of Kirchhoff and Reissner-Hencky. Transversely symmetric as well as asymmetric plates are considered. Particular attention is paid to plates stiffened asymmetrically with ribs in one direction. For this case, the closed formulae for effective membrane, reciprocal and bending stiffnesses are derived. The homogenization results overviewed are a prerequisite for the discussion of the methods of regularization of optimum design plate problems presented in Part II of the paper.