4Bazant Z P, Murphy W P. Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures- Model B3[J]. Materials and Structures, 1995,28 (180): 357-365.
5Prediction of Creep. Shrinkage and Temperature Effect in Concrete Structure. ACI Committee 209,1982.
6JTGD62-2004.公路钢筋混凝土及预应力混凝土桥涵设计规范[S].[S].,..
7Gardner N J ,Lockman M J. Design Provisions for Drying Shrinkage and Creep of Normal-Strength Concrete[J]. ACI Material Journal,2001,98(2) :159-167.
8Zdenek P. Bazant. Mathematical Modeling of Creep and Shrinkage in Concrete Structures. John Wiley&Sons Ltd, 1982,2-99.
9TB10002.3-99.铁路桥涵钢筋混凝土和预应力混凝土结构设计规范[S].[S].,..
二级参考文献4
1JTJ023-85.公路钢筋混凝土及预应力混凝土桥涵设计规范[S].[S].,..
2JTGD62-2004.公路钢筋混凝土及预应力混凝土桥涵设计规范[S].[S].,..
3ACI Committee 209. Prediction of Creep, Shrinkage and Temperature Effects in Concrete Structures [S]. Desig-ning for Effects of Creep, Shrinkage and Temperature in Concrete Structures, ACI SP27--3, Detroit,Mich. 1992:209R-1-209R-47.
5Gardner N J, Zhao J W. Creep and Shrinkage Revised [ J]. ACI, Materials, 1993 ( 3 ).
6ACI Committee 209. Prediction of creep, shrinkage, and temperature effects in concrete structures (209R-92) [ M ]. America Concrete Institute. Farmington Hills, Mich. , 1992.
