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contributor authorHaodong Zhao
contributor authorChangcong Zhou
contributor authorQi Chang
contributor authorHaotian Shi
contributor authorMarcos A. Valdebenito
contributor authorMatthias G. R. Faes
date accessioned2025-04-20T10:30:55Z
date available2025-04-20T10:30:55Z
date copyright10/12/2024 12:00:00 AM
date issued2024
identifier otherAJRUA6.RUENG-1393.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304870
description abstractThis 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.
publisherAmerican Society of Civil Engineers
titleLimit-State Function Sensitivity under Epistemic Uncertainty: A Convex Model Approach
typeJournal Article
journal volume10
journal issue4
journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
identifier doi10.1061/AJRUA6.RUENG-1393
journal fristpage04024073-1
journal lastpage04024073-15
page15
treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 004
contenttypeFulltext


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