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Proceedings of the VII European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS Congress 2016)
The statistical moment-based damage detection method with approximate parametric solutions of the stationary second-order moments of the response is proposed for damage detection of a bridge. The method is based on an approximate explicit solution recently proposed by the authors, which allows to explicitly relate second-order moments of the nodal displacements and velocity to the structural stiffness. Application on a bridge is reported to check the consistency of the method and to investigatedoi:10.7712/100016.2298.12083 fatcat:pncjjqtymvhk3lfq6zripjycju