The invention belongs to the field of
bridge engineering structure analysis, and particularly relates to a universal linear calculation method for a multi-span long-connection prestressed continuous
box girder, which comprises the following steps of: S1, segmental
processing and basic
data acquisition: discretizing a bridge into a plurality of unit segments along the longitudinal direction of the bridge, defining parameters of each unit, including a cross-sectional
inertia moment, a concrete
elastic modulus, a cross-sectional area, a cross-sectional height and a
thermal expansion coefficient, generating a unit
stiffness matrix, and assembling a global total
stiffness matrix; s2, simplifying a stress model and deriving a linear equation, respectively deriving linear change equations caused by
self weight, a temperature effect, a
creep effect and a prestress effect based on a
structural mechanics principle, and solving node displacement under each effect through a
finite element method; and S3,
linear formula combination and full-bridge linear calculation are carried out, displacement of each effect is superposed according to a construction stage, and a continuous linear equation is generated by adopting a Hemite
shape function interpolation, so that the calculation precision is improved.