1 |
Allaix, D.L. and Carbone, V.I. (2011), "An improvement of the response surface method", Struct. Saf., 33, 165-172.
DOI
ScienceOn
|
2 |
Bayramoglu, G. (1991), "Experimental study of the rectangular web openings with 1/2 NPI chords", Ph.D Thesis, Faculty of Civil Engineering, Istanbul Technical University. (in Turkish)
|
3 |
Bayramoglu, G. (1996), "Deflection behaviour of steel I-beams having rectangular web openings", Bull. Tech. Univ. Istanbul, 49(3-4), 653-661.
|
4 |
Bucher, C.G. and Bourgund, U. (1990), "A fast and efficient response surface approach for structural reliability problems", Struct. Saf., 7(1), 57-66.
DOI
ScienceOn
|
5 |
Buonopane, S.G. and Schafer, B.W. (2006), "Reliability of steel frames designed with advanced analysis", J. Struct. Eng.-ASCE, 132(2), 267-276.
DOI
ScienceOn
|
6 |
Chen, J.B. and Li, J. (2007), "Development process of nonlinearity based reliability evaluation of structures", Probab. Eng. Mech., 22, 267-275.
DOI
ScienceOn
|
7 |
Chen, J.B. and Li, J. (2007), "The extreme value distribution and dynamic reliability analysis of nonlinear structures with uncertain parameters", Struct. Saf., 29, 77-93.
DOI
ScienceOn
|
8 |
Cheng, J. and Xiao, R.C (2005), "Serviceability reliability analysis of cable-stayed bridges", Struct. Eng. Mech., 20(6), 609-630.
DOI
|
9 |
Cheng, J., Cai, C.S., Xiao, R.C. and Chen, S.R. (2005), "Flutter reliability analysis of suspension bridges", J. Wind. Eng. Ind. Aerod., 93, 757-775.
DOI
ScienceOn
|
10 |
Cheng, J., Xiao, R.C. and Jiang, J.J. (2004), "Probabilistic determination of initial cable forces of cable-stayed bridges under dead loads", Struct. Eng. Mech., 17(2), 267-279.
DOI
|
11 |
European Committee for Standardization (CEN), EN 1990 (2002), Eurocode: Basis of Structural Design, Brussels.
|
12 |
European Committee for Standardization (CEN), EN 1993-1-8 (2005), Eurocode 3: Design of Steel Structures - Part 1.8: Design of Joints, Brussels.
|
13 |
Foschi, R.O., Li, H. and Zhang, J. (2002), "Reliability and performance-based design: a computational approach and applications", Struct. Saf., 24, 205-218.
DOI
ScienceOn
|
14 |
Gavin, H.P. and Yau, S.C. (2008), "High-order limit state functions in the response surface method for structural reliability analysis" Struct. Saf., 30, 162-179.
DOI
ScienceOn
|
15 |
Haldar, A. and Mahadevan, S. (2000), Reliability Assessment Using Stochastic Finite Element Analysis, John Wiley & Sons, Toronto.
|
16 |
Haldar, A. and Mahadevan, S. (2000), Probability, Reliability and Statistical Methods in Engineering Design, John Wiley & Sons, NY.
|
17 |
Harbitz, A. (1983), "Efficient and accurate probability of failure calculation by use of the importance sampling technique", Proceedings of the Firth International Conference on Applied of Statistic and Probabilistic in Soils and Structural Engineering, ICASP-4, Bologna, June.
|
18 |
Hohenbichler, M. and Rackwitz, R. (1988), "Improvement of second-order reliability estimates by importance sampling", J. Eng. Mech.-ASCE, 114(2), 2195-2199.
DOI
|
19 |
Huh, J. and Haldar, A. (2002), "Seismic reliability of non-linear frames with PR connections using systematic RSM", Probab. Eng. Mech., 17, 177-190.
DOI
ScienceOn
|
20 |
Karamchandani, A., Bjerager, P. and Cornell, A.C. (1989), "Adaptive importance sampling", Proceedings of International Conference on Structural Safety and Reliability, ICOSSAR, San Francisco, August.
|
21 |
Liu, Y.W. and Moses, F. (1994), "A sequential response surface method and its application in the reliability analysis of aircraft structural systems", Struct. Saf., 16, 39-46.
DOI
ScienceOn
|
22 |
Sakurai, S., Ellingwood, B.R. and Kushiyama, S. (2001), "Probabilistic study of the behaviour of steel frames with partially restrained connections", Eng. Struct., 23, 1410-1417.
|
23 |
Melchers, R.E. (1999), Structural Reliability Analysis and Prediction, John Wiley & Sons, Chichester.
|
24 |
Rackwitz, R. (2001), "Reliability analysis-a review and some perspectives", Struct. Saf., 23, 365-395.
DOI
ScienceOn
|
25 |
Rajashekhar, M.R. and Ellingwood, B.R. (1993), "A new look at the response surface approach for reliability analysis", Struct. Saf., 12(3), 205-220.
DOI
ScienceOn
|
26 |
Shinozuka, M. (1983), "Basic analysis of structural safety", J. Struct. Eng.-ASCE, 109(3), 721-740.
DOI
ScienceOn
|
27 |
Skejic, D., Dujmovic, D. and Androic, B. (2008), "Reliability of the bending resistance of welded beam-tocolumn joints", J. Constr. Steel Res., 64, 388-399.
DOI
ScienceOn
|
28 |
Zhao, Y.G. and Ono, T. (1999), "A general procedure for first/second-order reliability method (FORM/SORM)", Struct. Saf., 21, 95-112.
DOI
ScienceOn
|
29 |
Zhao, Y.G. and Ono, T. (2001), "Moment methods for structural reliability", Struct. Saf., 23, 47-75.
DOI
ScienceOn
|