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Each of these time-dependent behaviors are specified according to CEB-FIP parameters (Comite Euro-International Du Beton, 1993). Creep formulation may follow full integration or an expedited Dirichlet series approximation (Ketchum, 1986). The CSI Analysis Reference Manual (Time-dependent Properties, page 85) presents further details.
See Also
Verification Example 16, available through Help > Documentation
Shrinkage section
References
Ghali, A., Favre, R., Elbadry, M. (2002). Concrete Structures: Stresses and Deformations: Analysis and Design for Serviceability (3rd ed.). London, England: Spon Press.
SEGAN: Analysis of curved segmentally-erected prestressed-concrete box-girder bridges (website), legacy software from Earthquake Engineering Online Archive - computational code for creep implementation
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