Parameters identification of cable stayed footbridges using Bayesian inference
DOI10.1007/S11012-019-01019-XOpenAlexW2957787907WikidataQ115727779 ScholiaQ115727779MaRDI QIDQ6145846
Massimiliano Gioffrè, Chiara Pepi, Mircea Dan Grigoriu
Publication date: 9 January 2024
Published in: Meccanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s11012-019-01019-x
global sensitivity analysisBayesian inferencefinite element modelsurrogate modelpolynomial chaos expansionoperational modal analysiscable-stayed footbridge
Finite element methods applied to problems in solid mechanics (74S05) Stability of dynamical problems in solid mechanics (74H55) Stress (74A10) Random vibrations in dynamical problems in solid mechanics (74H50) Stochastic and other probabilistic methods applied to problems in solid mechanics (74S60)
Related Items (1)
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Polynomial meta-models with canonical low-rank approximations: numerical insights and comparison to sparse polynomial chaos expansions
- Introduction to Operational Modal Analysis
- Information Theory and Statistical Mechanics
- Finite-element-model Updating Using Computional Intelligence Techniques
- LII. An essay towards solving a problem in the doctrine of chances. By the late Rev. Mr. Bayes, F. R. S. communicated by Mr. Price, in a letter to John Canton, A. M. F. R. S
- Inverse Problem Theory and Methods for Model Parameter Estimation
- The Wiener--Askey Polynomial Chaos for Stochastic Differential Equations
- Monte Carlo sampling methods using Markov chains and their applications
- Global sensitivity indices for nonlinear mathematical models and their Monte Carlo estimates
This page was built for publication: Parameters identification of cable stayed footbridges using Bayesian inference
