Title of article :
Uncertainty quantification in model verification and validation as applied to large scale historic masonry monuments
Author/Authors :
Atamturktur، نويسنده , , S. and Hemez، نويسنده , , F.M. and Laman، نويسنده , , J.A.، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2012
Pages :
14
From page :
221
To page :
234
Abstract :
This publication focuses on the Verification and Validation (V&V) 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.
Keywords :
finite element modeling , Bayesian inference , uncertainty quantification , Gothic Cathedral , modal analysis , model updating
Journal title :
Engineering Structures
Serial Year :
2012
Journal title :
Engineering Structures
Record number :
1647345
Link To Document :
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