A commonly used procedure to improve the frequency accuracy of isogeometric structural vibration analysis is the design of special superconvergent quadrature rules in accordance with the frequency error measure derived from the generic stencil equations. However, it is also numerically observed that such superconvergent quadrature rules may not consistently lead to the expected accuracy. The reason underlying this inconsistency is related to the failure of quadrature rules to meet the condition of variational integration consistency. Meanwhile, by means of the tensor product nature of isogeometric basis functions and quadrature rules, it is theoretically proved that in one- as well as multi-dimensional scenarios, the variational integration consistency of the isogeometric weak formulation necessitates the quadrature rules be exact through 2(p-m)th degree polynomials, where p is the complete degree of multi-dimensional basis functions or the degree of their correspondent one-dimensional basis functions, m is the order of differentiation in Galerkin weak form. A synchronous consistent superconvergent quadrature rule ensuring frequency superconvergence should simultaneously fulfill both the constraint of frequency error measure and the condition of variational integration consistency. Subsequently, the issues associated with certain quadrature rules that violate the variational integration consistency are examined for both second- and fourth-order problems, and the corresponding synchronous consistent quadrature rules are particularly elaborated.
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