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    Codification of Design Load Criteria Subject to Modeling Uncertainty 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author(s): Marc A. Maes
    Publisher: American Society of Civil Engineers
    Abstract: Structural code development is greatly influenced by the requirement to take into account the effect of model imperfection and model uncertainty whenever it arises. The extent to which these uncertainties should be reflected ...
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    Updating Performance and Reliability of Concrete Structures Using Discrete Empirical Bayes Methods 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2002:;volume( 124 ):;issue: 004:;page 239
    Author(s): Marc A. Maes
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: When performing a probabilistic assessment of the reliability of deteriorating structures, we often need to integrate the results of different inspections in time, within the models used to ...
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    Closure to “<i>Codification of Design Load Criteria Subject to Modeling Uncertainty</i>” by Marc A. Maes (October, 1991, Vol. 117, No. 10) 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author(s): Marc A. Maes
    Publisher: American Society of Civil Engineers
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    Ignorance Factors Using Model Expansion 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 001
    Author(s): Marc A. Maes
    Publisher: American Society of Civil Engineers
    Abstract: The present paper describes a quantitative analysis of the effect of model imprecision on reliability-based design rules. The presence of model uncertainty requires the insertion of additional safety elements in the ...
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    Random Field Modeling of Elastic Properties Using Homogenization 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Luc Huyse; Marc A. Maes
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses the random field characterization of elastic properties. Consistent random field properties of a continuum are derived from a simple stochastic micromechanical model of the continuum. Existing ...
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    Risk Analysis of Running a Deep-Water Production Test From a Dynamically Positioned Vessel in the North Atlantic 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2005:;volume( 127 ):;issue: 001:;page 52
    Author(s): Marc A. Maes; Jeff Sinclair; David B. Lewis
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The present paper describes the key steps and issues involved in performing a quantitative risk analysis (QRA) for a dynamically positioned (DP) offshore vessel that is used to perform a ...
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    Temperature Stresses in Composite Box Girder Bridges 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 006
    Author(s): Walter H. Dilger; Amin Ghali; Mathew Chan; Mo S. Cheung; Marc A. Maes
    Publisher: American Society of Civil Engineers
    Abstract: Temperature distribution in composite box girder bridges is predicted from the diurnal variation of the solar radiation to which the structure is exposed. Parametric studies are conducted in order to find the extreme ...
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