The invention provides a shrinkage
creep and prestress loss computation method of a concrete bridge. According to the invention, the shrinkage
creep and prestress loss computation method of the concrete bridge, in which the time variation and the uncertainty are simultaneously considered, is obtained by analyzing the time variation of concrete through utilizing an age-adjusted effective modulus method (AEMM) and analyzing the uncertainty of the concrete through utilizing an accurate and rapidly-sampled Latin
hypercube sampling (LHS) method; a prestress loss computation formula in which the time variation and the uncertainty of shrinkage
creep and the interaction between the shrinkage creep and reinforcement
stress relaxation are simultaneously considered is deduced according to a prestressed reinforcing steel and concrete stress
balance equation and deformation coordination conditions and on the basis of the AEEM method and the LHS method; and a prestress loss computation method of the concrete bridge, in which the shrinkage creep and the
stress relaxation are considered, is formed. In the structural internal force value field interval computed according to the shrinkage creep and prestress loss computation method disclosed by the invention, the unfavorable stress state of the bridge structure can be considered from multiple aspects in the designing process, so that the reliability of structure computation result is higher and the structure safety is better.