American Association of State Highway and Transportation Officials (AASHTO) (2014). AASHTO LRFD Bridge Design Specifications, Washington, DC.
Der Kiureghian, A., Zhang, Y. and Li, C.-C. (1994). "Inverse reliability problem." Journal Eng. Mech., Vol. 120, No. 5, pp. 1154-1159.10.1061/(ASCE)0733-9399(1994)120:5(1154)
European Committee for Standardization (CEN) (2002). Eurocode 0: Basis of Structural Design EN 1990, Brussels, Belgium.
European Concrete Platform (ECP) (2008). Eurocode 2 Commentary, European Concrete Platform ASBL, Brussels, Belgium.
Haldar, A. and Mahadevan, S. (2000). Probability, Reliability and Statistical Methods in Engineering Design, John Wiley & Sons, Inc., New York, pp. 181-224.
Kim, J. H. and Lee, J. H. (2000). "Material resistance factors for reinforced concrete flexural and compression members." Journal of the Korea Concrete Institute, KCI, Vol. 12, No. 2, pp. 21-30 (in Korean).
Korea Concrete Institute (KCI)·Architectural Institute of Korea (AIK) (1999). Structural Concrete Design Code, Kimoondang (in Korean).
Lee, H. S., Bae, C. and Kim, J. H. (2018a). "Assessment of reliability levels and adjustment of load-resistance factors using optimization for gravitational loads-governed limit states of the AASHTO LRFD bridge design specifications." KSCE Journal of Civil Engineering, KSCE, Vol. 22, No. 9, pp. 3462-3472.10.1007/s12205-017-0500-6
Lee, H. S., Song, S. W. and Kim, J. H. (2018b). "Determination of optimal load-resistance factors for gravitational loads-governed limit state of korean bridge design code." KSCE Journal of Civil Engineering, KSCE (under review).
Lee, J. H. (2015). Prestressed concrete: strength design and limit state design, Dong Myeoung publishers, pp. 180-182 (in Korean).
Lee, S. H. (2014). Calibration of the Load-Resistance Factors for the Reliability-based Design of Cable-supported Bridges, Ph. D. thesis, Seoul National University (in Korean).
Ministry of Construction and Transportation (MOCT) (2005). Korean Highway Bridge Design Code, MOCT (in Korean).
Ministry of Land, Infrastructure and Transport (MOLIT) (2016). Korean Highway Bridge Design Code (Limit State Design), MOLIT (in Korean).
Nowak, A. S. (1999). Calibration of LRFD bridge design code, NCHRP Report 368, Transportation Research Board, Washington, D.C.
Paik, I., Hwang, E. S. and Shin, S. (2009). "Reliability analysis of concrete bridges designed with material and member resistance factors." Computers and Concrete, Techno-Press, Vol. 6, No. 1, pp. 59-78.10.12989/cac.2009.6.1.059
Rackwitz, R. and Fiessler, B. (1978). "Structural reliability under combined random load sequences." Comput. Struct., Vol. 9, No. 5, pp. 489-494.10.1016/0045-7949(78)90046-9
- Publisher :Korean Society of Civil Engineers
- Publisher(Ko) :대한토목학회
- Journal Title :JOURNAL OF THE KOREAN SOCIETY OF CIVIL ENGINEERS
- Journal Title(Ko) :대한토목학회 논문집
- Volume : 39
- No :1
- Pages :13-24
- Received Date :2018. 08. 29
- Revised Date :2018. 11. 05
- Accepted Date : 2018. 12. 14