Calibration under uncertainty for finite element models of masonry monuments

@inproceedings{Atamturktur2009CalibrationUU,
  title={Calibration under uncertainty for finite element models of masonry monuments},
  author={Sez Atamturktur and François M. Hemez and Cetin Unal},
  year={2009}
}
Historical unreinforced masonry buildings often include features such as load bearing unreinforced masonry vaults and their supporting framework of piers, fill, buttresses, and walls. The masonry vaults of such buildings are among the most vulnerable structural components and certainly among the most challenging to analyze. The versatility of finite element (FE) analyses in incorporating various constitutive laws, as well as practically all geometric configurations, has resulted in the… 
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References

SHOWING 1-10 OF 124 REFERENCES
Modal Testing and Finite-Element Model Updating of a Lively Open-Plan Composite Building Floor
This paper presents results of a combined experimental and analytical approach to investigate modal properties of a lively open-plan office floor. It is based on state-of-the-art finite-element (FE)
Dynamic Assessment of Curved Cable-Stayed Bridge by Model Updating
Bridges are indispensable components of the infrastructure of modern society, and their assessment via techniques of structural dynamics is assuming greater importance. This assessment concerns
Modal Analysis, Experimental Validation, and Calibration of a Historical Masonry Minaret
This paper describes a historical masonry minaret, its finite element modeling, modal testing, and finite element model calibration. Iskenderpasa historical masonry minaret located in Trabzon City
Analyses of Masonry Vaults: A Macro Approach based on Three-Dimensional Damage Model
A three-dimensional nonlinear finite-element analysis, based on a two-parameters damage model, has been carried out to study the behavior of two masonry vaults: a cylindrical barrel vault and a
Analysis of masonry structures reinforced by FRP
The analysis of masonry vaults reinforced by FRP materials has been carried out by means of two-parameters damage model within the framework of three-dimensional analyses. Masonry is treated as a
Operational modal analysis for damage detection of a masonry construction
This paper presents a dynamic identification analysis of a masonry construction, built to be tested in “Laboratorio Nacional de Engenharia Civil” (LNEC), in Lisbon, on the scope of the European
Load testing and model simulations for a stone arch bridge
Service and high level load tests on a typical single span stone arch bridge in the south of Ireland and an associated set of three-dimensional nonlinear numerical analyses are discussed in this
...
...