Directional search algorithm for hierarchical model development and selection

Abstract A comprehensive directional search algorithm is developed for the model development and selection of hierarchical models systems. A hierarchical model system is a system of nested single-level models that includes different model candidates that can be constructed and calibrated independently. Adjusted single-level model candidates for hierarchical (multi-level) model selection are constructed following the general process of probabilistic single-level model development and selection. An uncertainty propagation matrix is defined to capture the uncertainty levels for all the possible candidate model systems. The uncertainty propagation measurements in the uncertainty propagation matrix are calculated based on the uncertainty propagation theory. A directional search algorithm is proposed to improve the efficiency of finding the best hierarchical model system. The best model system has the desired balance between accuracy and conciseness. The search direction at every search step is determined based on the importance measures of the single-level models. As two examples of the proposed hierarchical model development and selection process, the best hierarchical model systems are determined for the modeling of the concrete carbonation depth and the modeling of the flutter capacity for cable-stayed bridge decks.

[1]  Michael D.A. Thomas,et al.  Performance of pfa concrete in a marine environment––10-year results , 2004 .

[2]  Paolo Gardoni,et al.  Risk Analysis of Natural Hazards , 2016 .

[3]  Marina Vannucci,et al.  Probabilistic Models for Modulus of Elasticity of Self-Consolidated Concrete: Bayesian Approach , 2009 .

[4]  A. Costa,et al.  Service life of RC structures: Carbonation induced corrosion. Prescriptive vs. performance-based methodologies , 2010 .

[5]  G. C. Tiao,et al.  Bayesian inference in statistical analysis , 1973 .

[6]  Paolo Gardoni,et al.  A Probabilistic Framework for Bayesian Adaptive Forecasting of Project Progress , 2007, Comput. Aided Civ. Infrastructure Eng..

[7]  Edgar C. Merkle,et al.  The problem of model selection uncertainty in structural equation modeling. , 2012, Psychological methods.

[8]  Xu Shan-hua Carbonation service life prediction of reinforced concrete railway bridge based on durability test , 2011 .

[9]  Armen Der Kiureghian,et al.  Probabilistic Capacity Models and Fragility Estimates for Reinforced Concrete Columns based on Experimental Observations , 2002 .

[10]  Arthur H. Nilson,et al.  Design of concrete structures , 1972 .

[11]  K. Yuen Bayesian Methods for Structural Dynamics and Civil Engineering , 2010 .

[12]  David Welch,et al.  Approximate Bayesian computation scheme for parameter inference and model selection in dynamical systems , 2009, Journal of The Royal Society Interface.

[13]  David R. Anderson,et al.  Model selection and multimodel inference : a practical information-theoretic approach , 2003 .

[14]  C. Atiş ACCELERATED CARBONATION AND TESTING OF CONCRETE MADE WITH FLY ASH , 2003 .

[15]  David R. Anderson,et al.  Multimodel Inference , 2004 .

[16]  K. Tuutti Corrosion of steel in concrete , 1982 .

[17]  Jin Cheng,et al.  Estimation of the parameters of the Normal flutter derivatives distribution , 2018 .

[18]  James Michael LaFave,et al.  Multi-hazard approaches to civil infrastructure engineering , 2016 .

[19]  Paolo Gardoni,et al.  A probabilistic framework to justify allowable admixed chloride limits in concrete , 2017 .

[20]  Michael N. Fardis,et al.  FUNDAMENTAL MODELING AND EXPERIMENTAL INVESTIGATION OF CONCRETE CARBONATION , 1991 .

[21]  O. Kayali,et al.  Long-term strength and durability parameters of lightweight concrete in hot regime: importance of initial curing , 2007 .

[22]  D. Cox,et al.  An Analysis of Transformations , 1964 .

[23]  H. Akaike,et al.  Information Theory and an Extension of the Maximum Likelihood Principle , 1973 .

[24]  G. Schwarz Estimating the Dimension of a Model , 1978 .

[25]  Feng Xing,et al.  Experimental study on effects of CO2 concentrations on concrete carbonation and diffusion mechanisms , 2015 .

[26]  Solomon Tesfamariam,et al.  Handbook of Seismic Risk Analysis and Management of Civil Infrastructure Systems , 2013 .

[27]  You-Lin Xu,et al.  Wind Effects on Cable-Supported Bridges , 2013 .

[28]  G. W. Washa,et al.  FIFTY YEAR PROPERTIES OF CONCRETE , 1975 .

[29]  Bo Sun,et al.  Probabilistic aerostability capacity models and fragility estimates for cable-stayed bridge decks based on wind tunnel test data , 2016 .

[30]  Stefan Hurlebaus,et al.  Adaptive Reliability Analysis of Reinforced Concrete Bridges Using Nondestructive Testing , 2011 .

[31]  Anders Rønnquist,et al.  Global Buckling Reliability Analysis of Slender Network Arch Bridges: An Application of Monte Carlo-Based Estimation by Optimized Fitting , 2017 .

[32]  Wang Yuan-feng Modeling of Carbonation Process in Reinforced Concrete Bridges , 2010 .

[33]  L. Wasserman,et al.  A Reference Bayesian Test for Nested Hypotheses and its Relationship to the Schwarz Criterion , 1995 .

[34]  Stefan Hurlebaus,et al.  Probabilistic Capacity Models and Fragility Estimates for Reinforced Concrete Columns Incorporating NDT Data , 2009 .

[35]  René Walther,et al.  Cable stayed bridges , 1988 .

[36]  Thomas Thorne,et al.  Model selection in systems and synthetic biology. , 2013, Current opinion in biotechnology.

[37]  Paolo Gardoni,et al.  Closed-Form Fragility Estimates, Parameter Sensitivity, and Bayesian Updating for RC Columns , 2007 .

[38]  Peter Schießl New approach to durability design : an example for carbonation induced corrosion , 1997 .