1 |
A.M. Neville, "Properties of Concrete", Final Edition, Prentice Hall, 2002.
|
2 |
S. Mindess, J.F. Young, and D. Darwin, "Concrete", Second Edition, Prentice Hall, 2002.
|
3 |
Z.P Bazant, M.H. Hubler, and R. Wendner, "Model B4 for creep, drying shrinkage and autogenous shrinkage of normal and high-strength concretes with multidecade applicability. TC-242-MDC multidecade creep and shrinkage of concrete: material model and structural analysis," RILEM Materials and Structures. 2014.
|
4 |
Z.P. Bazant and F.H. Wittmann, "Creep and Shrinkage in Concrete Structures," John Wiley & Sons, 1982.
|
5 |
JSCE Concrete Committee, "Standard dpecifications for concrete structure-Design Volume," Japanese Society of Civil Engineer, 2007, pp. 50-55.
|
6 |
FIB, "Model Code 2010," Federation internationale de beton, Lausanne 2010.
|
7 |
ACI Committee 209(2008) Guide for modeling and calculating shrinkage and creep in hardened concrete ACI Report 209.2R-08, Farmington Hills.
|
8 |
CEB, "CEB-FIP Model Code 1990," Bulletin d'Information No. 213/214, Comite Euro-International du Beton, Lausanne, Switzerland, 1993.
|
9 |
Z.P. Bazant, and S. Baweja, "Creep and shrinkage prediction model for analysis and design of concrete structures: model B3(RILEM recommendation)," Materials and Structures, 28(6):357-365 Errata, 29, pp. 126.
DOI
|
10 |
N. J. Gardner, and M. J. Lockman "Design provisions for drying shrinkage and creep of normal-strength concrete," ACI Materials Journal, Vol. 98, No. 2, 2001, pp.159-167.
|
11 |
S.H. Kwon, G. Zi, and N.Y. Kirn, "KCI Database of Test Data for Creep and Shrinkage of Concrete," Proceedings of 2013 World Congress on Advances in Structural Engineering and Mechanics(ASEM 13), 2013, pp. 2148-2154.
|
12 |
Z.P. Bazant, and W.J. Raftshol, "Effect of Cracking in Drying and Shrinkage Specimens," Cement and Concrete Research, 1982, Vol. 12, pp. 209-226.
DOI
|
13 |
Kwon, S. H.; Kim, Y. Y.; and Kim, J. K., "Long-Term Behaviour under Axial Service Loads of Circular Columns Made from Concrete Filled Steel Tubes," Magazine of Concrete Research, Vol. 57, No. 2, 2005, pp. 87-99.
DOI
|
14 |
M. Sule and K. van Breugel, "The Effect of Reinforcement on Early-Age Cracking due to Autogeneneous Shrinkage and Thermal Effects," Cement and Concrete Composties, 26(5), 2004, pp. 581-587.
DOI
|
15 |
S.H. Kwon and S.P Shah, "Prediction of Early-Age Cracking of Fiber-Reinforced Concrete due to Restrained Shrinkage," ACI Materials Journal, 10(4), 2008, pp. 381-389.
|
16 |
Kim, J. K., and Lee, C. S., "Prediction of Differential Drying Shrinkage in Concrete," Cement and Concrete Research, Vol. 28, No. 7, 1998, pp. 985-994.
DOI
|
17 |
K. P Jang, J. K. Son, and S. H. Kwon, "Prediction of Interfacial Cracking due to Differential Drying Shrinkage of Concete in Precast Shell Pier Cap," Computers, Materials & Continua, 2013, 38(3), pp. 155-173.
|