1[1]ACI 209R-92Prediction of Creep,shrinkage,and Temperature Effects In Concrete structures[S].
2[2]CEB-FIP Model CodeEvaluation of the Time Dependent Behavior of Concrete[S] September 1990.
3[3]Bazant,Z.P.and Baweja,S.creep and shrinkage prediction model for analysis and design of concrete structures-model B 3,RILEM Recommendation[J].Materials and Structures,v.28,1995,pp:357-365.
4[4]Bazant,Zpand Baweja,S.justification and refinements of Model B 3 for concrete creep and shrinkage 1.Statistics and Sensitivity[J].Materials and Structures,v28,1995,pp:415-430.
5[6]Procof the 1st Int.Symp.On Utilization of High-Strength Concrete,Berkeley,May,1990.
6ACI Committee 209. Prediction of Creep, Shrinkage and Temperature Effects in Concrete Structure (ACI 209R-92) [R]. Farmington Hills, Mich., 1992.
7Mulle HS,Hilsdorf HK. Evaluation of the Time-Dependent Behavior of Concrete[R]. CEB Bulletin d' Information, 1990.
8Bazant ZP, Baweja S. Creep and shrinkage Prediction Model for Analysis and Design of Concrete Structures-model/33 [J ]. Materials and Structures, 1995 (28) : 357-365.
9Gardner MJ,Lockman MJ.Design Provisions for Drying Shrinkage and Creep of Normal-Strength Concrete [J ]. ACI Materials Journal, 2001,98(2) : 159-167.
10Brooks JJ,Neville AM. Estimating Long-Term Creep and Shrinkage from Short-Term Tests [ J ]. Magazine of Concrete Research, 1975,27 (90) : 51-60.
