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Journal of the Korean Society of Civil Engineers

Journal of the Korean Society of Civil Engineers

ISO Journal TitleKSCE J. Civ. Environ. Eng. Res.
  • Open Access, Bi-monthly

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  3. 2014-04 (v.34 n.2)
  4. 10.12652/Ksce.2014.34.2.0425
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1 
Ali, M. A. and White, R. N. (2001). “Automatic generation of truss model for optimal design of reinforced concrete structures.” ACI Structural Journal, Vol. 98, No. 4, pp. 431-442. Ali, M. A. and White, R. N. (2001). “Automatic generation of truss model for optimal design of reinforced concrete structures.” ACI Structural Journal, Vol. 98, No. 4, pp. 431-442.Google Search
2 
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3 
American Association of State Highway and Transportation Officials (2010). AASHTO LRFD bridge design specifications, 5th Edition, Washington D.C., USA.American Association of State Highway and Transportation Officials (2010). AASHTO LRFD bridge design specifications, 5th Edition, Washington D.C., USA.Google Search
4 
American Concrete Institute (2011). Building code requirements for structural concrete (ACI 318M-11) and commentary, Farmington Hills, Michigan, USA.American Concrete Institute (2011). Building code requirements for structural concrete (ACI 318M-11) and commentary, Farmington Hills, Michigan, USA.Google Search
5 
American Concrete Institute (2002). Examples for the design for structural concrete with strut-and-tie models; SP-208, Reineck R. H. Eds, ACI Subcommittee 445-1, Farmington Hills, Michigan, USA.American Concrete Institute (2002). Examples for the design for structural concrete with strut-and-tie models; SP-208, Reineck R. H. Eds, ACI Subcommittee 445-1, Farmington Hills, Michigan, USA.Google Search
6 
Bakir, P. G. and Boduroglu, H. M. (2005). “Mechanical behaviour and non-linear analysis of short beams using softened truss and direct strut & tie models.” Engineering Structures, Vol. 27, No. 4, pp. 639-651.10.1016/j.engstruct.2004.12.003Bakir, P. G. and Boduroglu, H. M. (2005). “Mechanical behaviour and non-linear analysis of short beams using softened truss and direct strut & tie models.” Engineering Structures, Vol. 27, No. 4, pp. 639-651.DOI
7 
Bergmeister, K., Breen, J. E., Jirsa, J. O. and Kreger, M. E. (1993). Detailing in structural concrete, Research Report 1127-3F, University of Texas at Austin, Texas, USA.Bergmeister, K., Breen, J. E., Jirsa, J. O. and Kreger, M. E. (1993). Detailing in structural concrete, Research Report 1127-3F, University of Texas at Austin, Texas, USA.Google Search
8 
Canadian Standards Association (2004). Design of concrete structures for buildings, A23.3-M04, Rexdale, Ontario, Canada.Canadian Standards Association (2004). Design of concrete structures for buildings, A23.3-M04, Rexdale, Ontario, Canada.Google Search
9 
Comite Euro-International du Beton (2010). CEP-FIP model code 2010, International Federation for Structural Concrete (fib), Lausanne, Switzerland.Comite Euro-International du Beton (2010). CEP-FIP model code 2010, International Federation for Structural Concrete (fib), Lausanne, Switzerland.Google Search
10 
Foster, S. J. and Gilbert, R. I. (1998). “Experimental studies on high- strength concrete deep beams.” ACI Structural Journal, Vol. 95, No. 4, pp. 382-390.Foster, S. J. and Gilbert, R. I. (1998). “Experimental studies on high- strength concrete deep beams.” ACI Structural Journal, Vol. 95, No. 4, pp. 382-390.Google Search
11 
Ha, T. H. and Hong, S. G. (2005). “Effect of diagonal cracking on the strength of concrete strut in RC members.” Proceedings of the Korean Concrete Institute, Vol. 17, No. 1, pp. 383-386 (in Korean).Ha, T. H. and Hong, S. G. (2005). “Effect of diagonal cracking on the strength of concrete strut in RC members.” Proceedings of the Korean Concrete Institute, Vol. 17, No. 1, pp. 383-386 (in Korean).Google Search
12 
Hong, S. G. (2000). “Strut-and-tie models and failure mechanisms for bar development in tension-tension-compression nodal zone.” ACI Structural Journal, Vol. 97, No. 1, pp. 111-121.Hong, S. G. (2000). “Strut-and-tie models and failure mechanisms for bar development in tension-tension-compression nodal zone.” ACI Structural Journal, Vol. 97, No. 1, pp. 111-121.Google Search
13 
Hwang, S. J., Lu, W. Y. and Lee, H. J. (2000). “Shear strength prediction for deep beams.” ACI Structural Journal, Vol. 97, No. 3, pp. 367-376.Hwang, S. J., Lu, W. Y. and Lee, H. J. (2000). “Shear strength prediction for deep beams.” ACI Structural Journal, Vol. 97, No. 3, pp. 367-376.Google Search
14 
Kim, B. H. and Yun, Y. M. (2011). “An indeterminate strut-tie model and load distribution ratio for RC deep beams - (I) Model & Load Distribution Ratio.” Advances in Structural Engineering, Vol. 14, No. 6, pp. 1031-1042.10.1260/1369-4332.14.6.1031Kim, B. H. and Yun, Y. M. (2011). “An indeterminate strut-tie model and load distribution ratio for RC deep beams - (I) Model & Load Distribution Ratio.” Advances in Structural Engineering, Vol. 14, No. 6, pp. 1031-1042.DOI
15 
Korean Concrete Institute (2012). Design specifications for structural concrete, Kimoondang, Seoul, Korea (in Korean).Korean Concrete Institute (2012). Design specifications for structural concrete, Kimoondang, Seoul, Korea (in Korean).Google Search
16 
Kwak, H. G. and Noh, S. H. (2006). “Determination of strut-and-tie models using evolutionary structural optimization.” Engineering Structures, Vol. 28, No. 10, pp. 1440-1449.10.1016/j.engstruct.2006.01.013Kwak, H. G. and Noh, S. H. (2006). “Determination of strut-and-tie models using evolutionary structural optimization.” Engineering Structures, Vol. 28, No. 10, pp. 1440-1449.DOI
17 
Lee, W. S. (2007). Strut-tie model approach using evolutionary structural optimization for reinforced concrete structural members, Ph.D. Dissertation, Kyungpook National University, Daegu, Korea, p. 210 (in Korean).Lee, W. S. (2007). Strut-tie model approach using evolutionary structural optimization for reinforced concrete structural members, Ph.D. Dissertation, Kyungpook National University, Daegu, Korea, p. 210 (in Korean).Google Search
18 
Leu, L. J., Huang, H. W., Chen, C. S. and Liao, Y. P. (2006). “Strut-and-tie design methodology for three-dimensional reinforced concrete structures.” Journal of Structural Engineering, Vol. 132, No. 6, pp. 929-938.10.1061/(ASCE)0733-9445(2006)132:6(929)Leu, L. J., Huang, H. W., Chen, C. S. and Liao, Y. P. (2006). “Strut-and-tie design methodology for three-dimensional reinforced concrete structures.” Journal of Structural Engineering, Vol. 132, No. 6, pp. 929-938.DOI
19 
Liang, Q. Q., Xie, Y. M. and Steven, G. P. (2001). “Generating optimal strut-and-tie models in prestressed concrete beams by performance-based optimization.” ACI Structural Journal, Vol. 98, No. 2, pp. 226-232.Liang, Q. Q., Xie, Y. M. and Steven, G. P. (2001). “Generating optimal strut-and-tie models in prestressed concrete beams by performance-based optimization.” ACI Structural Journal, Vol. 98, No. 2, pp. 226-232.Google Search
20 
Liang, Q. Q., Uy, B. and Steven, G. P. (2002). “Performance-based optimization for strut-and-tie modeling of structural concrete.” Journal of Structural Engineering, Vol. 128, No. 6, pp. 815-823.10.1061/(ASCE)0733-9445(2002)128:6(815)Liang, Q. Q., Uy, B. and Steven, G. P. (2002). “Performance-based optimization for strut-and-tie modeling of structural concrete.” Journal of Structural Engineering, Vol. 128, No. 6, pp. 815-823.DOI
21 
Park, H. G., Kim, Y. G. and Eom, T. S. (2005). “Direct inelastic strut-tie model using secant stiffness.” Journal of the Korean Concrete Institute, Vol. 17, No. 2, pp. 201-212 (in Korean).10.4334/JKCI.2005.17.2.201Park, H. G., Kim, Y. G. and Eom, T. S. (2005). “Direct inelastic strut-tie model using secant stiffness.” Journal of the Korean Concrete Institute, Vol. 17, No. 2, pp. 201-212 (in Korean).DOI
22 
MacGregor, J. G. (1997). Reinforced concrete - Mechanics and Design, 3rd Edition, Prentice Hall, Englewood Cliffs, New Jersey, USA.MacGregor, J. G. (1997). Reinforced concrete - Mechanics and Design, 3rd Edition, Prentice Hall, Englewood Cliffs, New Jersey, USA.Google Search
23 
MacGregor J. G. and Wight J. K. (2005). Reinforced concrete: Mechanics and Design, 4th Edition, Pearson Prentice Hall, Upper Saddle River, NJ, USA.MacGregor J. G. and Wight J. K. (2005). Reinforced concrete: Mechanics and Design, 4th Edition, Pearson Prentice Hall, Upper Saddle River, NJ, USA.Google Search
24 
Tjhin, T. N. and Kuchma, D. A. (2002). “Computer-based tools for design by strut-and-tie method: Advances and Challenges.” ACI Structural Journal, Vol. 99, No. 5, pp. 586-594.Tjhin, T. N. and Kuchma, D. A. (2002). “Computer-based tools for design by strut-and-tie method: Advances and Challenges.” ACI Structural Journal, Vol. 99, No. 5, pp. 586-594.Google Search
25 
Yun, Y. M. (2000). “Nonlinear strut-tie model approach for structural concrete.” ACI Structural Journal, Vol. 97, No. 4, pp. 581-590.Yun, Y. M. (2000). “Nonlinear strut-tie model approach for structural concrete.” ACI Structural Journal, Vol. 97, No. 4, pp. 581-590.Google Search
26 
Yun, Y. M. (2005). “Effective strength of concrete strut in strut-tie model (I): Methods for Determining Effective Strength of Concrete Strut.” Journal of the Korean Society of Civil Engineers, Vol. 25, No. 1A, pp. 49-59 (in Korean).Yun, Y. M. (2005). “Effective strength of concrete strut in strut-tie model (I): Methods for Determining Effective Strength of Concrete Strut.” Journal of the Korean Society of Civil Engineers, Vol. 25, No. 1A, pp. 49-59 (in Korean).Google Search
27 
Yun, Y. M. (2006). “Strength of two-dimensional nodal zones in Strut-Tie models.” Journal of Structural Engineering, ASCE, Vol. 132, No. 11, pp. 1764-1783.10.1061/(ASCE)0733-9445(2006)132:11(1764)Yun, Y. M. (2006). “Strength of two-dimensional nodal zones in Strut-Tie models.” Journal of Structural Engineering, ASCE, Vol. 132, No. 11, pp. 1764-1783.DOI
28 
Yun Y. M. and Kim B. H. (2008). “A 2-Dimensional grid strut-tie model approach for structural concrete.” Journal of Structural Engineering, ASCE, Vol. 134, No. 7, pp. 1199-1214.10.1061/(ASCE)0733-9445(2008)134:7(1199)Yun Y. M. and Kim B. H. (2008). “A 2-Dimensional grid strut-tie model approach for structural concrete.” Journal of Structural Engineering, ASCE, Vol. 134, No. 7, pp. 1199-1214.DOI
29 
Yun, Y. M. and Ramirez, J. A. (1996). “Strength of struts and nodes in strut-tie model.” Journal of Structural Engineering, ASCE, Vol. 122, No. 1, pp. 20-29.10.1061/(ASCE)0733-9445(1996)122:1(20)Yun, Y. M. and Ramirez, J. A. (1996). “Strength of struts and nodes in strut-tie model.” Journal of Structural Engineering, ASCE, Vol. 122, No. 1, pp. 20-29.DOI
30 
Willam, K. J. and Warnke, E. P. (1974). “Constitutive model for the triaxial behavior of concrete.” Proc., International Association of Bridge Structures, Vol. 19, pp. 1-30.Willam, K. J. and Warnke, E. P. (1974). “Constitutive model for the triaxial behavior of concrete.” Proc., International Association of Bridge Structures, Vol. 19, pp. 1-30.Google Search