A platform for research: civil engineering, architecture and urbanism
An RF-PCE Hybrid Surrogate Model for Sensitivity Analysis of Dams
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). This paper proposes a hybrid Random Field (RF)–Polynomial Chaos Expansion (PCE) surrogate model for uncertainty quantification and sensitivity assessment of dams. For different vibration modes, the most sensitive spatial locations within dam body are identified using both Sobol’s indices and correlation rank methods. Results of the proposed hybrid model is further validated using the classical random forest regression method. The outcome of this study can improve the results of system identification and dynamic analysis by properly determining the vibration characteristics.
An RF-PCE Hybrid Surrogate Model for Sensitivity Analysis of Dams
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). This paper proposes a hybrid Random Field (RF)–Polynomial Chaos Expansion (PCE) surrogate model for uncertainty quantification and sensitivity assessment of dams. For different vibration modes, the most sensitive spatial locations within dam body are identified using both Sobol’s indices and correlation rank methods. Results of the proposed hybrid model is further validated using the classical random forest regression method. The outcome of this study can improve the results of system identification and dynamic analysis by properly determining the vibration characteristics.
An RF-PCE Hybrid Surrogate Model for Sensitivity Analysis of Dams
Mohammad Amin Hariri-Ardebili (author) / Golsa Mahdavi (author) / Azam Abdollahi (author) / Ali Amini (author)
2021
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Stability Assessment of Concrete Gravity Dams via Multifidelity Surrogate Models
DOAJ | 2025
|An adaptive hybrid surrogate model
British Library Online Contents | 2012
|Earthquake response sensitivity analysis of concrete gravity dams
British Library Conference Proceedings | 1995
|Shape optimization of arch dams using sensitivity analysis
Springer Verlag | 2015
|Shape optimization of arch dams using sensitivity analysis
Online Contents | 2016
|