Ensemble Tree Machine Learning Models for Improvement of Eurocode 2 Creep Model Prediction

Author:

Daou Hikmat1,Raphael Wassim1

Affiliation:

1. Ecole Supérieure d’Ingénieurs de Beyrouth (ESIB) , Saint-Joseph University , Beyrouth , Lebanon .

Abstract

Abstract Ensemble tree machine learning models have proved useful for solving poorly understood and complex problems. This paper aims to calibrate the Eurocode 2 creep model by inserting a correction coefficient to the model. The correction coefficient is calculated using ensemble tree (bagging and boosting) models. The results showed that the insertion of the correction coefficient obtained by both the bagging and boosting models into the Eurocode 2 model led to significantly higher prediction accuracy. These approaches may lead to a better performance prediction, thereby reducing the effect of the time-dependent deformation on concrete structures.

Publisher

Walter de Gruyter GmbH

Reference30 articles.

1. [1] ACI COMMITTE 209: Guide for Modeling and Calculating Shrinkage and Creep in Concrete Structures (ACI 209.2R-08), 2008.

2. [2] CEN:EN 1992-1-1, Eurocode 2: Design of concrete structures - Part 1-1 : General rules and rules for buildings, 2004.

3. [3] GEDAM, B. A. - UPADHYAY, A. - BHANDARI, N. M.: An apt material model to predict creep and shrinkage behaviour of HPC concrete. Sustain Constr Mater Technol, Vol. August, 2013.

4. [4] CEB-FIP, MC90: Design of concrete structures. CEB-FIP Model Code 1990, British Standard Institution, 1993.

5. [5] BAZANT, Z. P. – BAWEJA, S.: Creep and shrinkage prediction model for analysis and design of concrete structures: Model B3. ACI Spec Publ, Vol. 194, 2000, pp. 1-84.

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