| [1] Jiang, C., Han, X., Lu, G. Y., Liu, J., Zhang, Z., and Bai, Y. C. Correlation analysis of nonprobabilisticconvex model and corresponding structural reliability technique. Computer Methodsin Applied Mechanics and Engineering, 200(33-36), 2528-2546 (2011)
[2] Elishakoff, I. and Ohsaki, M. Optimization and Anti-optimization of Structures Under Uncertainty,Imperial College Press, London (2010)
[3] Impollonia, N. and Muscolino, M. G. Interval analysis of structures with uncertain-but-boundedaxial stiffness. Computer Methods in Applied Mechanics and Engineering, 200(21-22), 1945-1962(2011)
[4] Degrauwe, D., Roeck, G. D., and Lombaert, G. Uncertainty quantification in the damage assessmentof a cable-stayed bridge by means of fuzzy numbers. Computers and Structures, 87(17-18),1077-1084 (2009)
[5] Zhai, D. Y. and Mendelm, J. M. Uncertainty measures for general type-2 fuzzy sets. InformationScience, 181(3), 503-518 (2011)
[6] Kang, Z. and Luo, Y. J. Non-probabilistic reliability-based topology optimization of geometricallynonlinear structures using convex models. Computer Methods in Applied Mechanics andEngineering, 198(41-44), 3228-3238 (2009)
[7] Qiu, Z. P., Ma, L. H., and Wang, X. J. Non-probabilistic interval analysis method for dynamicresponse analysis of nonlinear systems with uncertainty. Journal of Sound and Vibration, 319(1-2),531-540 (2009)
[8] Chen, S. H., Ma, L., Meng, G. W., and Guo, R. An efficient method for evaluating the naturalfrequencies of structures with uncertain-but-bounded parameters. Computers and Structures,87(9-10), 582-590 (2009)
[9] Luo, Y. J., Kang, Z., and Li, A. Structural reliability assessment based on probability and convexset mixed model. Computers and Structures, 87(21-22), 1408-1415 (2009)
[10] Guo, S. X. Stability analysis and design of time-delay uncertain systems using robust reliabilitymethod. Journal of Systems Engineering and Electronics, 22(3), 493-499 (2011)
[11] Luo, Y. J., Kang, Z., Luo, Z., and Li, A. Continuum topology optimization with non-probabilisticreliability constraints based on multi-ellipsoid convex model. Structural and Multidisciplinary Optimization,39(3), 297-310 (2009)
[12] Ferson, S., Kreinovich, V., Hajagos, J., Oberkampf, W., and Ginzburg, L. Experimental UncertaintyEstimation and Statistics for Data Having Interval Uncertainty, SAND2007-0939, NewYork (2007)
[13] Aggarwal, C. C. Managing and Mining Uncertain Data, Springer, New York (2009)
[14] Coleman, H. W. and Steele, W. G. Experimentation, Validation, and Uncertainty Analysis forEngineers, Wiley, New Jersey (2009)
[15] Qiu, Z. P. Comparison of static response of structures using convex models and interval analysismethod. International Journal for Numerical Methods in Engineering, 56(12), 1735-1753 (2003)
[16] ∣ben, T. Analysis of critical buckling load of laminated composites plate with different boundaryconditions using FEM and analytical methods. Computional Materials Science, 45(4), 1006-1015(2009)
[17] Goggin, P. R. The elastic constants of carbon-fibre composites. Journal of Materials Science, 8(2),233-244 (1973) |
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