Ahn S. S., Gang S. G., Gu B. S., Lee C. G., Lee T. H., 2017, Research on Advanced EX-Girder Technology, Expressway & Transportation Research Institute. No. 2017-33-534.9607.

CEN , 2004, Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings (BS EN 1992- 1-1:2004), London, UK; European Committee for Standardization (CEN), British Standards Institute (BSI). 33-45.

CEN , 2005, Eurocode 4: Design of Composite Steel and Concrete Structures, Part 2: General Rules and Rules for Bridges (BS ENV 1994-2:2005), London, UK; British Standards Institute (BSI). 37-38.

Gilbert R. I., 1988, Time Effects in Concrete Structure, Amsterdam: Elsevier

KCI , 2012, Concrete Design Code and Commentary, Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI). (In Korean)

KIBSE , 2015, Korea Highway Bridge Design Code-Limit State Design Method (KBDC-LSD) and Commentary, Seoul, Korea; Gunsulbook Publishing Company. Korea Institute of Bridge and Structural Engineers (KIBSE), Korea Bridge Design and Engineering Research Center (KBDERC). (In Korean)

KIBSE , 2016, Korean Highway Bridge Design Code (Limit State Design), Seoul, Korea; Korea Institute of Bridge and Structural Engineers (KIBSE). (In Korean)

KRTA , 2010, Korean Highway Bridge Design Code, Seoul, Korea; Korea Road & Transportation Association (KRTA). (In Korean)

Lee J. H., 2015, Prestressed Concrete: Strength Design and Limit State Design, Seoul, Korea; Dong Myeong Publishers. (In Korean)

MOLIT , 2019, Standard for Designing Steel Structural Members (Load Resistance Factor Design) (KDS 14 30 10:2019), Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

MOLIT. , 2021a, Korean Concrete Bridge Design Code (Limit State Design) (KDS 24 14 21:2021), Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

MOLIT , 2021b, Korean Bridge Live load Code (Limit State Design) (KDS 24 12 20:2021), Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

Park H., Cho J. Y., Kim J. S., 2012, Investigation on Applicability of 2400 MPa Strand for Posttensioned Prestressed Concrete Girders, Journal of the Korea Concrete Institute, Vol. 24, No. 6, pp. 727-735

Park H., Jeong S. M., Lee S. C., Cho J. Y., 2016, Flexural Behavior of Post-Tensioned Prestressed Concrete Girders with High-Strength Strands, Engineering Structures, Vol. 112, pp. 90-99

Youn S. G., Cho S. K., Lee J. M., 2006, Time-Dependent Parametric Analyscs of PSC Composite Girders for Serviceability Design, KSCE Journal of Civil and Environmental Engineering Research, Vol. 26, No. 5A, pp. 823-832