Issue 39

P. Konecny et alii, Frattura ed Integrità Strutturale, 39 (2017) 29-37; DOI: 10.3221/IGF-ESIS.39.04 37 [18] Konečný, P., Lehner, P., Durability assessment of concrete bridge deck considering waterproof membrane and epoxy-coated reinforcement. Perspectives in Science, 7 (2016) 222-227. DOI:10.1016/j.pisc.2015.11.036. [19] Lehner, P., Konečný, P., Ghosh, P., Tran, Q., Numerical Analysis of Chloride Diffusion Considering Time- dependent Diffusion Coefficient, International Journal of Mathematics and Computers in Simulation, 8 (2014) 103- 106. [20] Konečný, P., Lehner, P., Probabilistic evaluation of concrete bridge performance considering waterproof membrane and epoxy-coated reinforcement, In: proceedings of The 13th International Probabilistic Workshop, (2015). http://rpsonline.com.sg/rps2prod/ipw2015/pdf/089.pdf. [21] Marek, P., Guštar, M., Anagnos, T., Simulation-Based Reliability Assessment fo Structural Engineers, Boca Raton, FL, USA, CRC Press, (1995). [22] Melchers, R., Structural Reliability Analysis and Prediction (Civil Engineering) West Sussex, England, Wiley, (1999). [23] Haldar, A., Mahadevan, S., Probability, reliability, and statistical methods in engineering design, New York, USA, John Wiley, (2000). [24] Metropolis, N., Ulam, S.,The Monte Carlo method. Journal of American Statistical Association, 44(247) (1949) 335- 341. [25] Schueller, G.I., Pradlwarter, H.J., Bucher, C.G. Efficient computational procedures for reliability estimates of MDOF systems. Int. J. Nonlin. Mech., 26 (1991) 961-974. [26] Praks, P., Numerical aspects of Simulation Based Reliability Assessment of Systems, International Colloquium Euro- SiBRAM’2002, Prague, ITAM CAS Czech Republic, II (2002). [27] Iman, R.L., Conover, W.J., A distribution-free approach to inducing rank correlation among input variables, Commun. Stat. Simulat., 11 (1982) 311-334. DOI: 10.1080/03610918208812265. [28] Vořechovský, M., Novák, D., Correlation control in small-sample Monte Carlo type simulations, In: A simulated annealing approach. Prob. Eng. Mech., 24 (2009) 452-462. DOI:10.1016/j.probengmech.2009.01.004. [29] Janas, P., Krejsa M., Krejsa, V., Using the Direct Determined Fully Probabilistic Method (DDFPM) for Determination of failure, Briš, R., C.G. Soares a S. Martonell. Reliability, risk and safety: theory and applications, In: proceedings of the European Safety and Reliability Conference, ESREL 2009, Prague, Czech Republic, 7-10 September CRC Press, (2009) 1467-1474. [30] Krejsa, M., Janas, P., Yilmaz, I., Marschalko, M., Bouchal, T., The Use of the Direct Optimized Probabilistic Calculation Method in Design of Bolt Reinforcement for Underground and Mining Workings, Scientific World Journal, 2013 (2013) 267593. DOI: 10.1155/2013/267593. [31] Thomas, M.D.A., Bamforth, P.B., Modelling chloride diffusion in concrete effect of fly ash and slag, Cement Concrete Res., 29 (1999) 487–495. DOI: 10.1016/S0008-8846(98)00192-6. [32] Mangat, P., Molloy, B., Prediction of long term chloride concentration in concrete. Mater. Struct. 27 (1994) 338–346. DOI: 10.1007/BF02473426. [33] Konečný, P., Vyhodnocení trvanlivosti železobetonových mostovek s ohledem na vliv chloridů a na rozptyl vstupních parametrů (Evaluation of the durability of reinforced concrete bridge decks with respect to the actions of chlorides and scatter of input parameters). Habilitation thesis, VŠB-Technical University of Ostrava (2015).