Copula-based quantification of probabilistic dependence configurations of material parameters in damage constitutive modeling of concrete

J Tao, J Chen, X Ren - Journal of Structural Engineering, 2020 - ascelibrary.org
The constitutive model of concrete is the key basis for nonlinear analysis of concrete
structures under disastrous dynamic actions, eg, earthquakes. The material parameters of …

A compatible probabilistic framework for quantification of simultaneous aleatory and epistemic uncertainty of basic parameters of structures by synthesizing the …

J Chen, Z Wan - Structural Safety, 2019 - Elsevier
Uncertainty has been attached increasing importance in performance evaluation and
reliability assessment of engineering structures. However, the logical framework for the …

Generalized F‐discrepancy‐based point selection strategy for dependent random variables in uncertainty quantification of nonlinear structures

J Yang, J Tao, B Sudret, J Chen - International Journal for …, 2020 - Wiley Online Library
In the performance evaluation of structures under disastrous actions, for example,
earthquakes, it is important to take into account the randomness of structural parameters …

Uncertainty quantification of the effect of concrete heterogeneity on nonlinear seismic response of gravity dams including record-to-record variability

P Liu, J Chen, S Fan, Q Xu - Structures, 2021 - Elsevier
Although the effects of the concrete heterogeneity on the seismic response of concrete
gravity dams have been explored based on random finite element method, the results of …

Probability density evolution analysis of stochastic seismic response of structures with dependent random parameters

Z Wan, J Chen, J Li - Probabilistic Engineering Mechanics, 2020 - Elsevier
Performance evaluation and reliability assessment of real-world structures under
earthquakes is of paramount importance. Generally, different mechanical property …

Regional-scale stochastic nonlinear seismic time history analysis of RC frame structures

M Xiang, J Chen, J Shen, Z Wang - Bulletin of Earthquake Engineering, 2022 - Springer
The uncertainty in structural mechanical properties, termed inter-building variability, should
be considered in regional seismic risk assessments. However, existing methodologies …

The two-level probabilistic description of the compressive constitutive parameters of concrete

J Tao, Y Song, J Chen - Probabilistic Engineering Mechanics, 2023 - Elsevier
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 concrete exhibits remarkable …

[HTML][HTML] RC 框架结构基本自振周期个体间不确定性量化

项梦洁, 陈隽 - 工程力学, 2024 - pubs.cstam.org.cn
钢筋混凝土(RC) 框架结构是城市区域地震风险评估重要对象, 其基本自振周期存在明显个体间
变异性, 如相同高度周期不同. 通常采用的确定性结构高度-周期经验公式主要面向新结构设计 …

Uncertainty quantification for correlated variables combining p-box with copula upon limited observed data

Z Shen, C Zang, X Chen, S Hu, X Liu - Engineering Computations, 2022 - emerald.com
Purpose For fast calculation of complex structure in engineering, correlations among input
variables are often ignored in uncertainty propagation, even though the effect of ignoring …

QUANTIFICATION OF INTER-BUILDING VARIABILITY OF NATURAL VIBRATION PERIOD OF RC FRAME BUILDINGS

X Meng-jie, C Jun - Engineering Mechanics, 2024 - gongchenglixue.cn
Reinforced concrete (RC) frame structures are important targets in urban seismic risk
assessment with their natural vibration periods exhibiting significant inter-building variability …