TY - JOUR
T1 - Limit-State Function Sensitivity under Epistemic Uncertainty
T2 - A Convex Model Approach
AU - Zhao, Haodong
AU - Zhou, Changcong
AU - Chang, Qi
AU - Shi, Haotian
AU - Valdebenito, Marcos A.
AU - Faes, Matthias G.R.
N1 - Publisher Copyright:
© 2024 American Society of Civil Engineers.
PY - 2024/12/1
Y1 - 2024/12/1
N2 - This work proposes a limit-state sensitivity index to identify the input variables of a structure or system which possess a significant impact on its state for the case where the input variables are subject to epistemic uncertainty. By introducing the concept of a nonprobabilistic limit-state measure, the proposed sensitivity index can represent the individual or joint influence of the input parameters. The proposed sensitivity index is applicable in conjunction with different convex set models, such as the hyperrectangular or hyperellipsoidal models, as well as hybrid models. The basic properties of the sensitivity index are discussed in detail and its numerical estimation form is carried out. Two test examples are presented to prove efficiency, and a comparison with two existing sensitivity indices is also performed. Finally, the proposed sensitivity index is applied to the sensitivity analysis of a composite radome structure to quantify the influence of interval variables on the maximum displacement and total strain energy.
AB - This work proposes a limit-state sensitivity index to identify the input variables of a structure or system which possess a significant impact on its state for the case where the input variables are subject to epistemic uncertainty. By introducing the concept of a nonprobabilistic limit-state measure, the proposed sensitivity index can represent the individual or joint influence of the input parameters. The proposed sensitivity index is applicable in conjunction with different convex set models, such as the hyperrectangular or hyperellipsoidal models, as well as hybrid models. The basic properties of the sensitivity index are discussed in detail and its numerical estimation form is carried out. Two test examples are presented to prove efficiency, and a comparison with two existing sensitivity indices is also performed. Finally, the proposed sensitivity index is applied to the sensitivity analysis of a composite radome structure to quantify the influence of interval variables on the maximum displacement and total strain energy.
KW - Epistemic uncertainty
KW - Interval
KW - Kriging
KW - Nonprobabilistic
KW - Sensitivity analysis
UR - http://www.scopus.com/inward/record.url?scp=85207065117&partnerID=8YFLogxK
U2 - 10.1061/AJRUA6.RUENG-1393
DO - 10.1061/AJRUA6.RUENG-1393
M3 - Article
AN - SCOPUS:85207065117
SN - 2376-7642
VL - 10
JO - ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
JF - ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
IS - 4
M1 - 04024073
ER -