1 |
Hohenbichler, M. and Rackwitz, R., 1981,“Non-normal dependent vectors in structuralsafety,” Journal of the Engineering MechanicsDivision, Vol.107, No.EM6, pp.1227-1238.
|
2 |
Lee, J.O., 2001, Probabilistic structural optimizationbased on target performance approach,Ph.D. thesis, Seoul National University.
|
3 |
Lee, J.O., Yang, Y.S. and Ruy, W.S., 2002, “Acomparative study on reliability-index andtarget-performance-based probabilistic structuraldesign optimization,” Computers andStructures, Vol.80, No.3-4, pp.257-269.
DOI
ScienceOn
|
4 |
Prior-Jones, R.L., Bole, J.B., and O'Connor, P., 1983, "Environmental force studies for the Inde and Leman fields in the Southern North Sea," E&P Forum, Joint Probability Workshop.
|
5 |
Winterstein, S.R., Ude, T.C., Cornell, CA, Bjerager, P. and Haver, S., 1994, "Environmental parameters for extreme response: Inverse form with omission factors," Structural Safety & Reliability, Schueller, Shinozuka and Yao (eds), Balkema, Rotterdam.
|
6 |
Yang, Y.S., Suh, Y.S. and Lee, J.O., 1999, Structural reliability engineering, Seoul national university press, Seoul.
|
7 |
Hasofer, A.M. and Lind, L.C., 1974, “Exact andinvariant second moment code format,” Journalof the Engineering Mechanics Division, Vol.100,No.1, pp.111-121.
|
8 |
Det Norske Veritas, 2005, Sesam user manual,WADAM.
|