1 |
Ayyub, B.M. and Lai, K.L. (1989), "Structural reliability assessment using latin hypercube sampling", Proceeding of the 5th international conference on structural safety and reliability, Vol. 2, p. 1177-84, San Francisco, August.
|
2 |
Benavent, C.A. (2005), "Shaking table tests of reinforced concrete wide beam-column connections", Earthq. Eng. Struct. Dyn., 34, 1833-1839.
DOI
ScienceOn
|
3 |
Calvi, G.M., Magenes, G. and Pampanin, S. (2002), "Relevance of beam-column joint damage and collapse in rc frame assessment", J. Earthq. Eng., 6(1), 75-100.
DOI
|
4 |
Chalioris, C.E., Favvata, M.J. and Karayannis, C.G. (2008), "Reinforced concrete beam-column joints with crossed inclined bars under cyclic deformations", Earthq. Eng. Struct. Dyn., 37, 881-897.
DOI
ScienceOn
|
5 |
Ditlevsen, O. and Madsen, H.O. (1996), Structural reliability methods, Chichester, John Wiley & Sons.
|
6 |
EC 2 (2004), Design of concrete structure, Part 1-1: general rules and rules for buildings, European standard EN 1992-1-1, European Committee for Standardization (CEN), Brussels.
|
7 |
EC 8-1 (2004), Design of structures for earthquake resistance, Part 1: general rules, seismic actions and rules for buildings, European standard EN 1998-1, European Committee for Standardization (CEN), Brussels.
|
8 |
Epaarachchi, D.C. and Stewart, M.G. (2004), "Human error and reliability of multistory reinforced-concrete building construction", J. Perform. Constr. Fac., 18, 12-20.
DOI
ScienceOn
|
9 |
Euro-International Committee for Concrete (CEB) (1993), CEB-FIP model code 1990, London, Thomas Telford.
|
10 |
Gardoni, P. Kiureghian, A.D. and Mosalam, K.M. (2002), "Probabilistic capacity models and fragility estimates for reinforced concrete columns based on experimental observations", J. Eng. Mech., 128, 1024-1038.
DOI
ScienceOn
|
11 |
Iman, R.L. and Conover, W.J. (1980), "Small sample sensitivity analysis techniques for computer models, with an application to risk assessment", Commun. Stat. Theor. M., A9(17), 1749-842.
|
12 |
Joint Committee on Structural Safety (2001), Probabilistic model code, Internet publication, http://www.jcss.ethz.ch.
|
13 |
Lu, Y., Gu X., and Guan, J. (2005), "Probabilistic drift limits and performance evaluation of reinforced concrete columns", J. Struct. Eng., 131, 966-978.
DOI
ScienceOn
|
14 |
Nowak, A.S. and Collins, K.R. (2000), Reliability of structures, McGraw-Hill.
|
15 |
McKay, M.D., Conover, W.J. and Beckman, R.J. (1979), "A comparison of three methods for selecting values of input variables in the analysis of output from a computer code", Technometrics, 21, 239-245.
|
16 |
Melcher, R.E. (1999), Structural reliability analysis and prediction, Chichester, John Wiley & Sons.
|
17 |
Tassios, T.P. and Lefas, J. (1984), "Ductility of concrete columns due to confinement", Scientific Papers of the Faculty of Civ. Eng., NTUA, 8(1-4).
|
18 |
Thomos, G.C. and Trezos, C.G. (2006), "Examination of the probabilistic response of reinforced concrete structures under static non-linear analysis", Eng. Struct., 28, 120-133.
DOI
ScienceOn
|
19 |
Trezos, C.G. (1998), "Reliability consideration of the structural response of reinforced concrete structures under seismic conditions", 11th European Conf. on Earthquake Engin., Paris.
|