Uncertainty quantification in model verification and validation as applied to large scale historic masonry monuments

作者：Atamturktur S^*; Hemez F M; Laman J A

来源：Engineering Structures, 2012, 43: 221-234.

DOI：10.1016/j.engstruct.2012.05.027

• Gothic Cathedral
• Modal analysis
• Finite element modeling
• Model updating
• Bayesian inference
• Uncertainty quantification

This publication focuses on the Verification and Validation (V%26V) of numerical models for establishing confidence in model predictions, and demonstrates the complete process through a case study application completed on the Washington National Cathedral masonry vaults. The goal herein is to understand where modeling errors and uncertainty originate from, and obtain model predictions that are statistically consistent with their respective measurements. The approach presented in this manuscript is comprehensive, as it considers all major sources of errors and uncertainty that originate from numerical solutions of differential equations (numerical uncertainty), imprecise model input parameter values (parameter uncertainty), incomplete definitions of underlying physics due to assumptions and idealizations (bias error) and variability in measurements (experimental uncertainty). The experimental evidence necessary for reducing the uncertainty in model predictions is obtained through in situ vibration measurements conducted on the masonry vaults of Washington National Cathedral. By deploying the prescribed method, uncertainty in model predictions is reduced by approximately two thirds.

• 出版日期2012-10