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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.2014.34.2.0403
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1 
ACI Subcommittee 445 (2002). Examples for the design of structural concrete with strut-and-tie models; SP-208, American Concrete Institute, Farmington Hills, Michigan, USA.ACI Subcommittee 445 (2002). Examples for the design of structural concrete with strut-and-tie models; SP-208, American Concrete Institute, Farmington Hills, Michigan, USA.Google Search
2 
ACI-ASCE Committee 445 (2010). Further examples for the design of structural concrete with strut-and-tie models; SP-273, American Concrete Institute, Farmington Hills, Michigan, USA.ACI-ASCE Committee 445 (2010). Further examples for the design of structural concrete with strut-and-tie models; SP-273, American Concrete Institute, Farmington Hills, Michigan, USA.Google Search
3 
Adebar, P., Kuchma, D. and Collins, M. P. (1990). “Strut-and-tie models for the design of pile caps: An experimental study.” ACI Structural Journal, Vol. 87, No. 1, pp. 81-92.Adebar, P., Kuchma, D. and Collins, M. P. (1990). “Strut-and-tie models for the design of pile caps: An experimental study.” ACI Structural Journal, Vol. 87, No. 1, pp. 81-92.Google Search
4 
Adebar, P. and Zhou L. (1996). “Design of deep pile caps by strut-and-tie models.” ACI Structural Journal, Vol. 93, No. 4, pp. 437-448.Adebar, P. and Zhou L. (1996). “Design of deep pile caps by strut-and-tie models.” ACI Structural Journal, Vol. 93, No. 4, pp. 437-448.Google Search
5 
American Concrete Institute (2008). Building code requirements for structural concrete (ACI 318M-08) and commentary, Farmington Hills, Michigan, USA.American Concrete Institute (2008). Building code requirements for structural concrete (ACI 318M-08) and commentary, Farmington Hills, Michigan, USA.Google Search
6 
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
7 
American Association of State Highway and Transportation Officials (2007). AASHTO LRFD bridge design specifications, 4th Edition, Washington, D.C., USA.American Association of State Highway and Transportation Officials (2007). AASHTO LRFD bridge design specifications, 4th Edition, Washington, D.C., USA.Google Search
8 
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
9 
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
10 
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
11 
Clarke, J. L. (1973). Behavior and design of pile caps with four piles, Report No. 42.489, Cement and Concrete Association, London, UK.Clarke, J. L. (1973). Behavior and design of pile caps with four piles, Report No. 42.489, Cement and Concrete Association, London, UK.Google Search
12 
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
13 
European Committee for Standardization (2004). Eurocode 2: Design of Concrete Structures, Brussels, Belgium.European Committee for Standardization (2004). Eurocode 2: Design of Concrete Structures, Brussels, Belgium.Google Search
14 
Jeun, C. H. and Yun, Y. M. (2010). “Validity evaluation of effective strength of concrete strut using strut-tie model analysis of structural concrete.” Journal of the Korean Society of Civil Engineers, Vol. 30, No. 5A, pp. 443-462 (in Korean).Jeun, C. H. and Yun, Y. M. (2010). “Validity evaluation of effective strength of concrete strut using strut-tie model analysis of structural concrete.” Journal of the Korean Society of Civil Engineers, Vol. 30, No. 5A, pp. 443-462 (in Korean).Google Search
15 
Kim, B. H., Chae, H. S. and Yun, Y. M. (2013). “Refined 3-dimensional strut-tie models for analysis and design of reinforced concrete pile caps.” Journal of the Korean Society of Civil Engineers, Vol. 33, No. 1A, pp. 1-16 (in Korean).Kim, B. H., Chae, H. S. and Yun, Y. M. (2013). “Refined 3-dimensional strut-tie models for analysis and design of reinforced concrete pile caps.” Journal of the Korean Society of Civil Engineers, Vol. 33, No. 1A, pp. 1-16 (in Korean).Google Search
16 
Korean Concrete Institute (2013). Design examples of structural concretes by strut-tie models (KCI-B-13-003), Ki Moon Dang, p. 261 (in Korean).Korean Concrete Institute (2013). Design examples of structural concretes by strut-tie models (KCI-B-13-003), Ki Moon Dang, p. 261 (in Korean).Google Search
17 
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
18 
Marti, P. (1985). “Basic tools of reinforced concrete beam design.” Journal of American Concrete Institute, Vol. 82, No. 1, pp. 46-56.Marti, P. (1985). “Basic tools of reinforced concrete beam design.” Journal of American Concrete Institute, Vol. 82, No. 1, pp. 46-56.Google Search
19 
Nielsen, M. P., Braestrup, M. W., Jensen, B. C. and Bach, F. (1978). Concrete plasticity, beam shear - Shear in Joints - Punching Shear, Special Publication, Danish Society for Structural Science and Engineering, Lyngby, Denmark.Nielsen, M. P., Braestrup, M. W., Jensen, B. C. and Bach, F. (1978). Concrete plasticity, beam shear - Shear in Joints - Punching Shear, Special Publication, Danish Society for Structural Science and Engineering, Lyngby, Denmark.Google Search
20 
Portland Cement Association (2004). AASHTO LRFD strut-tie model design examples, Skokie, Illinois, USA.Portland Cement Association (2004). AASHTO LRFD strut-tie model design examples, Skokie, Illinois, USA.Google Search
21 
Ramirez, J. A. and Breen, J. E. (1983). Proposed design procedure for shear and torsion in reinforced and prestressed concrete, Research Report 248-4F, Center for Transportation Research, University of Texas at Austin, Texas, USA.Ramirez, J. A. and Breen, J. E. (1983). Proposed design procedure for shear and torsion in reinforced and prestressed concrete, Research Report 248-4F, Center for Transportation Research, University of Texas at Austin, Texas, USA.Google Search
22 
Sabnis, G. M. and Gogate, A. B. (1984). “Investigation of thick slab (pile cap) behavior.” Proc., ACI Journal, Farmington Hills, Michigan, Vol. 81, pp. 35-39.Sabnis, G. M. and Gogate, A. B. (1984). “Investigation of thick slab (pile cap) behavior.” Proc., ACI Journal, Farmington Hills, Michigan, Vol. 81, pp. 35-39.Google Search
23 
Schlaich, J., Schaefer, K. and Jennewein, M. (1987). “Towards a consistent design of structural concrete.” Journal of the Prestressed Concrete Institute, Vol. 32, No. 3, pp. 74-151.Schlaich, J., Schaefer, K. and Jennewein, M. (1987). “Towards a consistent design of structural concrete.” Journal of the Prestressed Concrete Institute, Vol. 32, No. 3, pp. 74-151.Google Search
24 
Suzuki, K., Otsuki, K. and Tsubata, T. (1998). “Influence of bar arrangement on ultimate strength of four-pile caps.” Transactions of the Japan Concrete Institute, Vol. 20, pp. 195-202.Suzuki, K., Otsuki, K. and Tsubata, T. (1998). “Influence of bar arrangement on ultimate strength of four-pile caps.” Transactions of the Japan Concrete Institute, Vol. 20, pp. 195-202.Google Search
25 
Suzuki, K., Otsuki, K. and Tsubata, T. (1999). “Experimental study on four-pile caps with taper.” Transactions of the Japan Concrete Institute, Vol. 21, pp. 361-368.Suzuki, K., Otsuki, K. and Tsubata, T. (1999). “Experimental study on four-pile caps with taper.” Transactions of the Japan Concrete Institute, Vol. 21, pp. 361-368.Google Search
26 
Suzuki, K., Otsuki, K. and Tsuchiya, T. (2000). “Influence of edge distance on failure mechanism of pile caps.” Transactions of the Japan Concrete Institute, Vol. 22, pp. 361-368.Suzuki, K., Otsuki, K. and Tsuchiya, T. (2000). “Influence of edge distance on failure mechanism of pile caps.” Transactions of the Japan Concrete Institute, Vol. 22, pp. 361-368.Google Search
27 
Suzuki, K. and Otsuki, K. (2002). “Experimental study on corner shear failure of pile caps.” Transactions of the Japan Concrete Institute, Vol. 23, pp. 303-310.Suzuki, K. and Otsuki, K. (2002). “Experimental study on corner shear failure of pile caps.” Transactions of the Japan Concrete Institute, Vol. 23, pp. 303-310.Google Search
28 
Thurlimann, B. (1976). Shear strength of reinforced and prestressed concrete - CEB Approach, Special Publication 59-6, American Concrete Institute, Detroit, USA.Thurlimann, B. (1976). Shear strength of reinforced and prestressed concrete - CEB Approach, Special Publication 59-6, American Concrete Institute, Detroit, USA.Google Search
29 
Vecchio, F. J. and Collins, M. P. (1982). The response of reinforced concrete to in-plane shear and normal stresses, Publication No. 82-03, Department of Civil Engineering, University of Toronto, Canada.Vecchio, F. J. and Collins, M. P. (1982). The response of reinforced concrete to in-plane shear and normal stresses, Publication No. 82-03, Department of Civil Engineering, University of Toronto, Canada.Google Search
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
31 
Yun, Y. M. and Ramirez, J. A. (1996). Strength of struts and nodes in strut-tie model, Journal of Structural Engineering, ASCE, Vol. 122, 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, pp. 20-29.DOI
32 
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
33 
Yun, Y. M. and Park, J. W. (2006). “3-Dimensional strut-tie model analysis and design of structural concrete.” Journal of the Korean Society of Civil Engineers, Vol. 26, No. 3A, pp. 411-419 (in Korean).Yun, Y. M. and Park, J. W. (2006). “3-Dimensional strut-tie model analysis and design of structural concrete.” Journal of the Korean Society of Civil Engineers, Vol. 26, No. 3A, pp. 411-419 (in Korean).Google Search