Search Results - "Tao, Jinju"

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  1. 1

    Copula-Based Quantification of Probabilistic Dependence Configurations of Material Parameters in Damage Constitutive Modeling of Concrete by Tao, Jinju, Chen, Jianbing, Ren, Xiaodan

    “…AbstractThe constitutive model of concrete is the key basis for nonlinear analysis of concrete structures under disastrous dynamic actions, e.g., earthquakes…”
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    Journal Article
  2. 2

    Generalized F‐discrepancy‐based point selection strategy for dependent random variables in uncertainty quantification of nonlinear structures by Yang, Junyi, Tao, Jinju, Sudret, Bruno, Chen, Jianbing

    “…Summary In the performance evaluation of structures under disastrous actions, for example, earthquakes, it is important to take into account the randomness of…”
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    Journal Article
  3. 3

    Experimental Study on the Spatial Variability of Concrete by the Core Test and Rebound Hammer Test by Tao, Jinju, Chen, Jianbing

    “…AbstractFor the nonlinear analyses of concrete structures, the complete compressive stress-strain curve of concrete is the key basis. Spatial variability is…”
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    Journal Article
  4. 4

    A hierarchy model for the uncertainty quantification of spatial variability in the constitutive parameters of concrete in structures by Tao, Jinju, Chen, Jianbing

    Published in Structural safety (01-03-2022)
    “…•A hierarchy model for spatial variability of constitutive parameters of concrete.•The total variability is separated into four constituents from different…”
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    Journal Article
  5. 5

    Quantification of multiple-variate random field by synthesizing the spatial correlation function of prime variable and copula function by Tao, Jinju, Chen, Jianbing

    Published in Structure and infrastructure engineering (25-11-2023)
    “…The probabilistic dependence in a multi-variate random field consists of two parts: the spatial dependence of a random quantity at different positions and the…”
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    Journal Article
  6. 6

    Random transition of failure modes in concrete shear walls with constitutive parameters involving spatial variation by Tao, Jinju, Ren, Xiaodan, Chen, Jianbing

    Published in Engineering structures (01-09-2021)
    “…•Consideration of two types of correlation between concrete constitutive parameters.•Nonlinear analysis of shear wall with spatially variable constitutive…”
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    Journal Article
  7. 7

    The two-level probabilistic description of the compressive constitutive parameters of concrete by Tao, Jinju, Song, Yupeng, Chen, Jianbing

    Published in Probabilistic engineering mechanics (01-04-2023)
    “…The constitutive model of concrete is the critical basis for the nonlinear analyses of concrete structures. Due to the fact that the mechanical behavior of…”
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    Journal Article
  8. 8

    Stochastic modelling of in-structure concrete strength based on stochastic damage model and Burr distribution by He, Jingran, Hong, Junjie, Gao, Ruofan, Tao, Jinju, Yan, Hongmin

    Published in Structural safety (01-05-2024)
    “…•Probability distribution of concrete is represented by Burr distribution.•Derivation of Burr distribution considering progressive cracking process.•Burr…”
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    Journal Article
  9. 9

    Behavior of FRP-Steel Confined Concrete Tubular Columns Made of Expansive Self-Consolidating Concrete under Axial Compression by Cao, Qi, Tao, Jinju, Wu, Zhimin, Ma, Zhongguo John

    Published in Journal of composites for construction (01-10-2017)
    “…AbstractA total of 32 fiber-reinforced polymer (FRP) confined concrete columns are manufactured and tested under axial compression including 8 FRP-confined…”
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    Journal Article
  10. 10

    Description of the spatial variability of concrete via composite random field and failure analysis of chimney by Tao, Jinju, He, Jingran, Xiong, Beibei, Song, Yupeng

    Published in Probabilistic engineering mechanics (01-07-2024)
    “…The inherent variability of concrete significantly affects the structural safety and performance. The variability of concrete is a complex phenomenon…”
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    Journal Article
  11. 11

    Prestress loss in externally FRP reinforced self prestressing concrete beams by Cao, Qi, Tao, Jinju, Ma, Zhongguo John

    Published in Construction & building materials (30-12-2015)
    “…•Lime-system expansive-concrete (EC) beam achieves a considerable effective prestress level.•Lime-system EC shows the lowest prestress loss and highest…”
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    Journal Article
  12. 12
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