2021
DOI: 10.3390/w13030302
|View full text |Cite
|
Sign up to set email alerts
|

An RF-PCE Hybrid Surrogate Model for Sensitivity Analysis of Dams

Abstract: Quantification of structural vibration characteristics is an essential task prior to perform any dynamic health monitoring and system identification. Anatomy of vibration in concrete arch dams (especially tall dams with un-symmetry shape) is very complicated and requires special techniques to solve the eigenvalue problem. The situation becomes even more complicated if the material distribution is assumed to be heterogeneous within the dam body (as opposed to conventional isotropic homogeneous relationship). Th… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1

Citation Types

0
4
0

Year Published

2021
2021
2024
2024

Publication Types

Select...
9

Relationship

0
9

Authors

Journals

citations
Cited by 31 publications
(4 citation statements)
references
References 37 publications
(41 reference statements)
0
4
0
Order By: Relevance
“…This ability can be measured using the probabilistic theory that it will perform the function for which it was designed under given conditions and for a given duration. Structural reliability is formulated in terms of a vector of structural system random variables, X = {X1, X2, ..., Xn}, where {X1, X2, ..., Xn} are the basic random variables which can describe loads, structural system dimensions, materials and these characteristics and properties of the cross-section [18,19]. A limit state function, g (X) = 0 describes the operation of the system in terms of the basic random variables X, where S is the strength of the material making up the structure and L is the stresses (loads) exerted on the structure [20].…”
Section: Structural Reliabilitymentioning
confidence: 99%
“…This ability can be measured using the probabilistic theory that it will perform the function for which it was designed under given conditions and for a given duration. Structural reliability is formulated in terms of a vector of structural system random variables, X = {X1, X2, ..., Xn}, where {X1, X2, ..., Xn} are the basic random variables which can describe loads, structural system dimensions, materials and these characteristics and properties of the cross-section [18,19]. A limit state function, g (X) = 0 describes the operation of the system in terms of the basic random variables X, where S is the strength of the material making up the structure and L is the stresses (loads) exerted on the structure [20].…”
Section: Structural Reliabilitymentioning
confidence: 99%
“…Recently, different ML and surrogate modeling algorithms have been applied in various hydraulic engineering problems such as dams, sedimentation, spillway, etc. Bhattacharya et al, 2007;Hariri-Ardebili et al, 2021;Roushangar et al, 2014;Torres-Rua et al, 2012). It is recognized that an empirical relationship for discharge coefficient based on experimental or hydraulic models faces some limitations regarding hydraulic and geometric parameters (Ebtehaj et al, 2018).…”
Section: Introductionmentioning
confidence: 99%
“…Surrogate models are a popular tool to approximate the functional relationship of expensive simulation models. Common techniques include artificial neural networks (ANNs) [19], support vector regression (SVR) [20], Gaussian process (GP) [21], polynomial chaos expansion (PCE) [22], etc. In order to address the aforementioned challenge, the surrogate models have been utilized for the purpose of reducing the computational burden in inverse analysis.…”
Section: Introductionmentioning
confidence: 99%