1 |
Hastings, W.K. (1970), "Monte Carlo sampling methods using Markov chains and their applications", Biometrika, 57(1), 97-109.
DOI
ScienceOn
|
2 |
Gregory, P. (2005), Bayesian Logical Data Analysis for the Physical Sciences: A Comparative Approach with Support: Cambridge University Press.
|
3 |
Griffiths, D., Fenton, G. and Manoharan, N. (2002), Bearing Capacity of Rough Rigid Strip Footing on Cohesive Soil: Probabilistic Stud, J. Geotech. Geoenviron. Eng., 128(9), 743-755.
DOI
|
4 |
Griffiths, D.V., Huang, J. and Fenton, G.A. (2011), "Probabilistic infinite slope analysis", Comput. Geotech., 38(4), 577-584.
DOI
|
5 |
Kessler, S., Huber, M., Straub, D., Gehlen, C. and Moormann, C. (2010), Stochastic Evaluation of Active Corroding Areas in Concrete Structures, Paper presented at the 8th International Probabilistic Workshop, Szczecin.
|
6 |
Lee, P.M. (2012), Bayesian Statistics: An Introduction: Wiley.
|
7 |
Li, Y. (2004), Effect of Spatial Variability on Maintenance and Repair Decisions for Concrete Structures. Delft University Press.
|
8 |
Liu, J.S. (2008), Monte Carlo Strategies in Scientific Computing: Springer.
|
9 |
Mantoglou, A. and Wilson, J.L. (1982), "The Turning Bands Method for simulation of random fields using line generation by a spectral method, Water Resour. Res., 18(5), 1379-1394.
DOI
|
10 |
Matheron, G. (1962), Traite de geostatistique appliquee (Vol. 14), Editions Technip.
|
11 |
Matheron, G. (1973), "The itrinsic rndom fnctions and their aplications", Adv. Appl. Prob., 5(3), 439-468.
DOI
ScienceOn
|
12 |
Most, T. and Bucher, C. (2006), Stochastic simulation of cracking in concrete structures using multiparameter random fields, Int. J. Reliab. Safety, 1(1/2), 168-187.
DOI
|
13 |
Baecher, G.B. and Christian, J.T. (2003), Reliability and statistics in geotechnical engineering: John Wiley & Sons.
|
14 |
Most, T. and Bucher, C. (2007), Probabilistic analysis of concrete cracking using neural networks and random fields, Prob. Eng. Mech., 22(2), 219-229.
DOI
|
15 |
Nicholas, M., Arianna, W.R., Marshall, N.R., Augusta, H.T. and Edward, T. (1953), "Equation of State Calculations by Fast Computing Machines", J. Chem. Phys., 21(6), 1087-1092.
DOI
|
16 |
Cressie, N.A.C. (1993), Statistics for spatial data: J. Wiley.
|
17 |
Box, G.E.P. and Tiao, G.C. (1992), Bayesian inference in statistical analysis: Wiley.
|
18 |
Caspeele, R. and Taerwe, L. (2013), "Numerical Bayesian updating of prior distributions for concrete strength properties considering conformity control", Adv. Concrete Construct., 1(1), 85-102.
DOI
|
19 |
Duprat, F. (2007), "Reliability of RC beams under chloride-ingress", Construct. Build. Mater., 21(8), 1605-1616.
DOI
|
20 |
Emery, X. and Cornejo, J. (2010), "Truncated Gaussian simulation of discrete-valued, ordinal coregionalized variables", Comput. Geosci., 36(10), 1325-1338.
DOI
|
21 |
Emery, X. and Lantuejoul, C. (2006), "TBSIM: A computer program for conditional simulation of threedimensional Gaussian random fields via the turning bands method", Comput. Geosci., 32(10), 1615-1628.
DOI
ScienceOn
|
22 |
Engelund, S. (1997), Probabilistic Models and Computational Methods for Chloride Ingress in Concrete. . Aalborg University, Aalborg
|
23 |
Ghosh, J.K., Delampady, M. and Samanta, T. (2010), An Introduction to Bayesian Analysis: Theory and Methods: Springer.
|
24 |
Fenton, G. (1994), "Error evaluation of three random field generators", J. Eng. Mech., 120(12), 2478-2497.
DOI
|
25 |
Gamerman, D. and Lopes, H.F. (2006), Markov Chain Monte Carlo: Stochastic Simulation for Bayesian Inference, Second Edition: Taylor & Francis.
|
26 |
Gelman, A., Carlin, J.B., Stern, H.S. and Rubin, D.B. (2003), Bayesian Data Analysis: Chapman & Hall/CRC.
|
27 |
Stewart, M.G. and Mullard, J.A. (2007), "Spatial time-dependent reliability analysis of corrosion damage and the timing of first repair for RC structures", Eng. Struct., 29(7), 1457-1464.
DOI
ScienceOn
|
28 |
Perrin, F.S., Pendola, M. and De Rocquigny, E. (2007), Comparison of Markov chain Monte Carlo simulation and FORM-based approach for Bayesian updating of mechanical models. Paper presented at the 10th int. Conf. on Applications of Statistics and Probaility in Civil Engineering, Tokyo.
|
29 |
Robert, C. and Casella, G. (2010), Monte Carlo Statistical Methods: Springer.
|
30 |
Santoso, A.M., Phoon, K.K. and Quek, S.T. (2011), Modified Metropolis-Hastings algorithm with reduced chain correlation for efficient subset simulation, Prob.Eng. Mech., 26(2), 331-341.
DOI
ScienceOn
|
31 |
Straub, D. (2011), Reliability updating with inspection and monitoring data in deteriorating reinforced concrete slabs. Paper presented at the Application of Statistics and Probability in Civil Engineering, London.
|
32 |
Vasconcellos Real, M.D., Filho, A.C. and Maestrini, S.R. (2003), "Response variability in reinforced concrete structures with uncertain geometrical and material properties", Nuclear Eng. Des., 226(3), 205-220.
DOI
ScienceOn
|
33 |
Straub, D. and Fischer, J. (2011), Reliability Assessment of Corroding Reinforced Concrete Slabs with Inspection Data. Paper presented at the 9th International Probabilistic Workshop, TU Braunschweig, germany.
|
34 |
Trefethen, L.N. and Bau, D. (1997), Numerical Linear Algebra: SIAM.
|
35 |
Vanmarcke, E. (2010), Random Fields: Analysis and Synthesis: World Scientific.
|
36 |
Vu, K.A.T. (2003), Corrosion-induced cracking and spatial timedependent reliability analysis of reinforced concrete structures, The University of Newcastle, New South Wales, Australia.
|
37 |
Firouzi, A. and Rahai, A.R. (2011), Prediction of extent and liklihood of corrosion-induced cracking in reinforced concrete bridge decks, Int. J. Civil Eng., 9(3), 183-192.
|
38 |
Van Der Vurst, F., Caspeele, R., Desnerck, P., Schutter, G.D. and Peirs, J. (2014), Modification of existing shape factor models for self- compacting concrete strength by means of Bayesian updating techniques, Materials and Structures.
|