References
- Agüero, A.; Pallarés, L.; Pallarés, F. J. 2015. Equivalent geometric imperfection definition in steel structures sensitive to flexural and/or torsional buckling due to compression, Engineering Structures 96: 160–177. http://dx.doi.org/10.1016/j.engstruct.2015.03.065 doi: 10.1016/j.engstruct.2015.03.065
- Antucheviciene, J.; Kala, Z.; Marzouk, M.; Vaidogas, E. R. 2015. Solving civil engineering problems by means of fuzzy and stochastic MSDM methods: current state and future research, Mathematical Problems in Engineeering 2015: 16 p. http://dx.doi.org/10.1155/2015/362579
- Bažant, Z.; Cedolin, L. 1991. Stability of structures: elastic, inelastic, fracture and damage theories. New York-Oxford: Oxford University Press. 1011 p.
- Beaulieu, D.; Adams, P. F. 1977. A statistical approach to the problem of stability related to structural out-of-plumb, in Proc. of the International Colloquium on Stability of Structures under Static and Dynamic Loads, May 1977, Washington, D.C., USA, 114–121.
- Bucher, C.; Most, T. 2008. A comparison of approximate response functions in structural reliability analysis, Probabilistic Engineering Mechanics 23(2–3): 154–163. http://dx.doi.org/10.1016/j.probengmech.2007.12.022 doi: 10.1016/j.probengmech.2007.12.022
- Dario Aristizabal-Ochoa, J. 2013. Stability of multi-column systems with initial imperfections and non-linear connections, International Journal of Non-Linear Mechanics 57: 75–89. http://dx.doi.org/10.1016/j.ijnonlinmec.2013.06.012 doi: 10.1016/j.ijnonlinmec.2013.06.012
- Dario Aristizabal-Ochoa, J. 2015. Stability of imperfect columns with nonlinear connections under eccentric axial loads including shear effects, International Journal of Mechanical Sciences 90: 61–76. http://dx.doi.org/10.1016/j.ijmecsci.2014.11.005 doi: 10.1016/j.ijmecsci.2014.11.005
- EN 1090-2:2008+A1:2011. Eurocode – Execution of steel structures and aluminium structures – Part 2: Technical requirements for steel structures. CEN, Brussels, Belgium, 2011. 209 p.
- EN 1993-1-1:2005. Eurocode 3 – design of steel structures: general rules and rules for buildings. CEN, Brussels, Belgium, 2005. 102 p.
- Chan, S. L.; Zhou, Z .H. 1995. 2nd-order elastic analysis of frames using single imperfect element per member, Journal of Structural Engineering ASCE 121(6): 939–945. http://dx.doi.org/10.1061/(ASCE)0733-9445(1995)121:6(939) doi: 10.1061/(ASCE)0733-9445(1995)121:6(939)
- Iman, R. C.; Conover, W. J. 1980. Small sample sensitivity analysis techniques for computer models with an application to risk assessment, Communications in Statistics – Theory and Methods 9(17): 1749–842. http://dx.doi.org/10.1080/03610928008827996 doi: 10.1080/03610928008827996
- Kala, Z. 2008. Sensitivity analysis of carrying capacity of steel plane frames to imperfections, in Proc. of the 6th International Conference on Numerical Analysis and Applied Mathematics (ICNAAM 2008), 16–20 September 2008, Rodos, Greece, 298–301. http://dx.doi.org/10.1063/1.2990917
- Kala, Z. 2009. Sensitivity assessment of steel members under compression, Engineering Structures 31(6): 1344–1348. http://dx.doi.org/10.1016/j.engstruct.2008.04.001 doi: 10.1016/j.engstruct.2008.04.001
- Kala, Z. 2011a. Sensitivity analysis of stability problems of steel plane frames, Thin–Walled Structures 49(5): 645–651. http://dx.doi.org/10.1016/j.tws.2010.09.006 doi: 10.1016/j.tws.2010.09.006
- Kala, Z. 2011b. Sensitivity analysis of steel plane frames with initial imperfections, Engineering Structures 33(8): 2342–2349. http://dx.doi.org/10.1016/j.engstruct.2011.04.007 doi: 10.1016/j.engstruct.2011.04.007
- Kala, Z. 2012. Geometrically non-linear finite element reliability analysis of steel plane frames with initial imperfections, Journal of Civil Engineering and Management 18(1):81–90. http://dx.doi.org/10.3846/13923730.2012.655306 doi: 10.3846/13923730.2012.655306
- Kala, Z. 2015. Reliability analysis of the lateral torsional buckling resistance and the ultimate limit state of steel beams with random imperfections, Journal of Civil Engineering and Management 21(7): 902–911. http://dx.doi.org/10.3846/13923730.2014.971130 doi: 10.3846/13923730.2014.971130
- Kala, Z.; Puklický, L. 2009. Sensitivity analysis of carrying capacity of steel plane frames to imperfections, in Proc. of the International Conference Computational Structural Engineering, 22–24 June 2009, Shanghai, China, 991–997. http://dx.doi.org/10.1007/978-90-481-2822-8_111
- Kala, Z.; Melcher, J.; Puklický, L. 2009. Material and geometrical characteristics of structural steels based on statistical analysis of metallurgical products, Journal of Civil Engineering and Management 15(3): 299–307. http://dx.doi.org/10.3846/1392-3730.2009.15.299-307 doi: 10.3846/1392-3730.2009.15.299-307
- Kamiński, M.; Świta, P. 2014. Structural stability and reliability of the underground steel tanks with the stochastic finite element method, Archives of Civil and Mechanical Engineering 15(2): 593–602. http://dx.doi.org/10.1016/j.acme.2014.04.010 doi: 10.1016/j.acme.2014.04.010
- Kennedy, D. J. L.; Picard, A.; Beaulieu, D. 1993. Limit states design of beam–columns: the Canadian approach and some comparisons, Journal of Constructional Steel Research 25(1–2): 141–164. http://dx.doi.org/10.1016/0143-974X(93)90056-X doi: 10.1016/0143-974X(93)90056-X
- Marčić, D.; Cerić, A.; Kovačević, M. S. 2013. Selection of a field testing method for karst rock mass deformability by multi criteria decision analysis, Journal of Civil Engineering and Management 19(2): 196–205. http://dx.doi.org/10.3846/13923730.2012.743927 doi: 10.3846/13923730.2012.743927
- McKey, M. D.; Conover, W. J.; Beckman, R. J. 1979. A comparison of the three methods of selecting values of input variables in the analysis of output from a computer code, Technometrics 21(2): 239–245. http://dx.doi.org/10.2307/1268522
- Melcher, J.; Kala, Z.; Holický, M.; Fajkus, M.; Rozlívka, L. 2004. Design characteristics of structural steels based on statistical analysis of metallurgical products, Journal of Constructional Steel Research 60(3–5): 795–808. http://dx.doi.org/10.1016/S0143-974X(03)00144-5 doi: 10.1016/S0143-974X(03)00144-5
- Nagyová, M.; Ravinger, J. 2012. Stability and vibration of imperfect column, Procedia Engineering 40: 286–291. http://dx.doi.org/10.1016/j.proeng.2012.07.095 doi: 10.1016/j.proeng.2012.07.095
- Prasad, K.; Zavadskas, E. K.; Chakraborty, S. 2015. A software prototype for material handling equipment selection for construction sites, Automation in Construction 57: 120–131. http://dx.doi.org/10.1016/j.autcon.2015.06.001 doi: 10.1016/j.autcon.2015.06.001
- Saltelli, A.; Chan, K.; Scott, E. M. 2004. Sensitivity analysis. Wiley series in probability and statistics. New York: John Wiley and Sons. 475 p.
- Shayan, S.; Rasmussen, K. J. R.; Zhang, H. 2014. On the modeling of initial geometric imperfections of steel frames in advanced analysis, Journal of Constructional Steel Research 98: 167–177. http://dx.doi.org/10.1016/j.jcsr.2014.02.016 doi: 10.1016/j.jcsr.2014.02.016
- Siozinyte, E.; Antucheviciene, J. 2013. Solving the problems of daylighting continuity in a reconstructed vernacular building, Journal of Civil Engineering and Management 19(6): 873–882. http://dx.doi.org/10.3846/13923730.2013.851113 doi: 10.3846/13923730.2013.851113
- Soares, G. C. 1988. Uncertainty modelling in plate buckling, Structural Safety 5(1): 17–34. http://dx.doi.org/10.1016/0167-4730(88)90003-3 doi: 10.1016/0167-4730(88)90003-3
- Sobol’, I. M. 1993. Sensitivity analysis for non-linear mathematical models, Mathematical Modelling and Computational Experiment 1: 407–414. Translated from Russian: I. M. Sobol’. 1990. Sensitivity estimates for nonlinear mathematical models, Matematicheskoe Modelirovanie 2: 112–118.
- Sobol’, I. M. 2001. Global sensitivity indices for nonlinear mathematical models and their Monte Carlo estimates, Mathematics and Computers in Simulation 55(1–3): 271–280. http://dx.doi.org/10.1016/S0378-4754(00)00270-6 doi: 10.1016/S0378-4754(00)00270-6
- Sousa, R.; Guedes, J.; Sousa, H. 2015. Characterization of the uniaxial compression behaviour of unreinforced masonry – sensitivity analysis based on a numerical and experimental approach, Archives of Civil and Mechanical Engineering 15(2): 532–547. http://dx.doi.org/10.1016/j.acme.2014.06.007 doi: 10.1016/j.acme.2014.06.007
- Xu, L.; Wang, X. H. 2008. Storey-based column effective length factors with accounting for initial geometric imperfections, Engineering Structures 30(12): 3434–3444. http://dx.doi.org/10.1016/j.engstruct.2008.05.015 doi: 10.1016/j.engstruct.2008.05.015
- Yang, I. H. 2007. Uncertainty and sensitivity analysis of time– dependent effects in concrete structures, Engineering Structures 29(7): 1366–1374. http://dx.doi.org/10.1016/j.engstruct.2006.07.015 doi: 10.1016/j.engstruct.2006.07.015
- Zhang, H.; Chandrangsu, T.; Rasmussen, K. J. R. 2010. Probabilistic study of the strength of steel scaffold systems, Structural Safety 32(6): 393–401. http://dx.doi.org/10.1016/j.strusafe.2010.02.005 doi: 10.1016/j.strusafe.2010.02.005