Uncertainty quantification and global sensitivity analysis of bearing capacity of push-out specimen considering randomness in bond-slip behaviour

Author:

Zhang Heng,Sun Zhongyi,Wu ZhifengORCID,Huang Bin,Xiang XuORCID

Funder

National Natural Science Foundation of China

Hainan Province Natural Science Foundation

Publisher

Elsevier BV

Reference46 articles.

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3. Copula-based quantification of probabilistic dependence configurations of material parameters in damage constitutive modeling of concrete;Tao;J. Struct. Eng-ASCE.,2020

4. Stochastic nonlinear behaviour of reinforced concrete frames. II: numerical simulation;Feng;J. Struct. Eng-ASCE.,2016

5. Analysis on the behaviours of bond-slip between the shaped steel and the concrete by push-out test;Xue;J. Xi'an Univ. Archit. Technol.,2007

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