1 |
Rackwitz R, Fiessler B., Structural reliability under combined random load sequences, Computers and Structures, Vol. 9, 489-494, 1978
DOI
ScienceOn
|
2 |
Nowak, A. S., 'Report 386 Calibration of LRFD Bridge Design Code' Transportation Research Board National Academy Press, pp. 150-161, 1999
|
3 |
Bucher, C. G., Bourgund, U., Efficient Use of Response Surface Methods, Report No.9-87, Institute of Engineering Mechanics, University of Innsbruck, Austria, 1987
|
4 |
Nowak A. S., Collins K. R., 'Reliability of Structures' McGraw-Hill, London, 2000
|
5 |
Box, G. E. P., and Wilson, K. B., On the Experimental Attainment of Optimum Conditions, Journal of Royal Statistical Society, Series B13, pp. 1-45, 1951
|
6 |
Sundararajan, Probabilistic Structural Mechanics handbook, Chapman & Hall, pp. 102-111, 1994
|
7 |
Nowak, A. S., Yamani, A. S., and Tabsh, S. W., 'Probabilistic Models for Resistance of Concrete Bridge Girders' ACI Structural Journal, Vol. 91, No. 3, pp. 269-276. 1994
|
8 |
이성로, 배용귀, '2축 응력 하의 콘크리트 구조물의 신뢰성 해석 및 민감도 해석' 대한토목학회논문집, 제24권, 제34호, pp. 631-637, 2004
|
9 |
Al-Harthy, A. S. and Bucher, C. G., Bourgund, U., Efficient Use of Response Surface Methods, Report No.9-87, Institute of Engineering Mechanics, University of Innsbruck, Austria, 1987
|