Improved Sensitivity Analysis in the Inverse Identification of the Parameters of a Nonlinear Material Model
暂无分享,去创建一个
Filip Hokeš | Petr Král | Martin Hušek | Ondrej Krnavek | P. Král | M. Hušek | Filip Hokeš | Ondřej Krňávek
[1] David Lehký,et al. ANN inverse analysis based on stochastic small-sample training set simulation , 2006, Eng. Appl. Artif. Intell..
[2] Alfred Strauss,et al. Stochastic fracture-mechanical characteristics of concrete based on experiments and inverse analysis , 2014 .
[3] George Z. Voyiadjis,et al. A plasticity and anisotropic damage model for plain concrete , 2007 .
[4] E. P. Warnke,et al. CONSTITUTIVE MODEL FOR THE TRIAXIAL BEHAVIOR OF CONCRETE , 1975 .
[5] Jiří Kala,et al. The interaction of local buckling and stability loss of a thin-walled column under compression , 2012 .
[6] Rob J Hyndman,et al. Another look at measures of forecast accuracy , 2006 .
[7] Jiri Kala,et al. Use of design optimization techniques in solving typical structural engineering related design optimization problems , 2015 .
[8] Filip Hokeš,et al. The Current State-of-the-Art in the Field of Material Models of Concrete and other Cementitious Composites , 2015 .
[9] Milan Jirásek,et al. Damage-plastic model for concrete failure , 2006 .
[10] Petr Hradil,et al. Calculation of Timber Outlook Tower with Influence of Behavior of “Steel-Timber” Connection , 2012 .
[11] K. Willam,et al. Triaxial failure criterion for concrete and its generalization , 1995 .
[12] Jiří Kala,et al. Improved Element Erosion Function for Concrete-Like Materials with the SPH Method , 2016 .