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1.Elnimeiri, M. M. and Joglekar, M. R., “Influence of Column Shortening in Reinforced Concrete and Composite High-Rise Structures,” ACI Special Publication, ACI, 1989, 117 pp. (doi: http://dx.doi.org/10.14359/3318)Google Search
2 
2.Henrik, M. and Bazant, Z. P., “Uncertainty Analysis of Creep and Shrinkage Effects in Concrete Structures,” ACI Journal, Vol. 80, No. 2, 1983, pp. 116-127. (doi: http://dx.doi.org/10.14359/10467)Google Search
3 
3.Gardner, N. J., “Comparison of Prediction Provisions for Drying Shrinkage and Creep of Normal-Strength Concretes,” Canadian Journal of Civil Engineering, Vol. 31, No. 5, 2004, pp. 767-775. (doi: http://dx.doi.org/ 10.1139/l04-046)Google Search
4 
4.Kang, K. S., Gu, M. S., and Yu, E. J., “Probabilistic Construction Stage Analysis of Building Structures Considering the Variations of Material Properties,” Journal of the Architectural Institute of Korea : Structure & Construction, Vol. 27, No. 11, 2011, pp. 37-44.Google Search
5 
5.Song, H. C., Yu, E. J., Jeong, S. C., Ju, Y. K., and Park, C. L., “Influence of Column Shortening in Tall Concrete Buildings,” Journal of the Architectural Institute of Korea, Vol. 13, No. 12, 1997, pp. 289-297.Google Search
6 
6.Keitel, H., “Quantifying Sources of Uncertainty for Creep Models under Varying Stresses,” Journal of Structural Engineering, Vol. 139, No. 6, 2013, pp. 949-956. (doi: http://dx.doi.org/10.1061/(ASCE)ST.1943- 541X.0000716)Google Search
7 
7.Yang, I. H., “Uncertainty and Sensitivity Analysis of Time-Dependent Effects in Concrete Structures,” Engi-neering Structures, Vol. 29, No. 7, 2007, pp. 1366-1374. (doi: http://dx.doi.org/10.1016/j.engstruct.2006.07.015)Google Search
8 
8.Keitel, H. and Andrea, D. O., “Uncertainty and Sensitivity Analysis of Creep Models for Uncorrelated and Correlated Input Parameters,” Engineering Structures, Vol. 32, No. 11, 2010, pp. 3758-3767. (doi: http://dx.doi.org/10.1016/ j.engstruct.2010.08.020)Google Search
9 
9.Gilbert, R. I., Time Effects in Concrete Structures, Developments in Civil Engineering, 1988.Google Search
10 
10.Yoo, J. W. and Yu, E. J., “Aging Coefficient Formula of Reinforced Concrete Members under Axial Compression,” Journal of the Korean Association for Spatial Structures, Vol. 13, No. 4, 2013, pp. 67-74. (doi: http://dx.doi.org/ 10.9712/KASS.2013.13.4.067)Google Search
11 
11.Bazant, Z. P., “Prediction of Concrete Creep Effects Using Age-Adjusted Effective Modulus Method,” ACI Journal, Vol. 69, No. 4, 1972, pp. 212-217. (doi: http://dx.doi.org/10.14359/11265)Google Search
12 
12.Neville, A. M., Walter H. D., and Jeffery J. B., Creep of Plain and Structural Concrete, London and New York: Construction Press, 1983.Google Search
13 
13.CEB-FIP, M. C., 90 Design of Concrete Structures. CEB-FIP-Model-Code 1990, British Standard Institution, London, UK, 1993.Google Search
14 
14.Jang, S. W., Song H. C., and Sho K. H., “Column Shortening Prediction of Concrete Filled Tubes using Monte Carlo Method,” Journal of the Korean Association for Spatial Structures, Vol. 10, No. 1, 2010, pp. 75-84.Google Search
15 
15.Ghali, A, R. F. and Mamdouh, E., Concrete Structures: Stresses and Deformations: Analysis and Design for Serviceability, Taylor & Francis, 2002.Google Search
16 
16.Park, J. S. and Hwang, H. S., “Comparison and Distance Calculation Between Two Latin-hypercube Designs,” The Korean Journal of Applied Statistics, Vol. 13, No. 2, 2000, pp. 477-488.Google Search