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B. Jacob, D. Labry (2002)
Evaluation of the effects of heavy vehicles on bridges fatigue
Gui-rong Liu, W. Ma, Xu Han (2002)
An inverse procedure for determination of material constants of composite laminates using elastic wavesComputer Methods in Applied Mechanics and Engineering, 191
Minist Tourisme (1960)
CAHIER DES PRESCRIPTIONS COMMUNES APPLICABLES AUX TRAVAUX RELEVANT DES SERVICES DES PONTS ET CHAUSSEES. FASCICULE 61, TITRES I A V. CONCEPTION, CALCUL ET EPREUVES DES OUVRAGES D'ART.
E. O'brien, B. Enright (2011)
Modeling Same-Direction Two-Lane Traffic for Bridge LoadingStructural Safety, 33
K. Deb (2001)
Multi-objective optimization using evolutionary algorithms
K. Yuen, J. Beck, L. Katafygiotis (2006)
Unified Probabilistic Approach for Model Updating and Damage
(1996)
ENV1991—part 3: the main models of traffic Loads on bridges; background studies
I. Gilbert (2001)
Shrinkage, Cracking and Deflection-the Serviceability of Concrete StructuresElectronic Journal of Structural Engineering
P. Hajela, F. Soeiro (1989)
Structural damage detection based on static and modal analysisAIAA Journal, 28
FASCICULE
FASCICULE 61 Conception, calcul et épreuves des ouvrages d’art titre II. Programmes de charges et épreuves des ponts-routes
N. Catbas, H. Gokce, D. Frangopol (2013)
Predictive Analysis by Incorporating Uncertainty through a Family of Models Calibrated with Structural Health-Monitoring DataJournal of Engineering Mechanics-asce, 139
P. Mergos, A. Sextos (2019)
Selection of earthquake ground motions for multiple objectives using genetic algorithmsEngineering Structures
P. Balaguru, Surendra Shah (1982)
A Method of Predicting Crack Widths and Deflections for Fatigue Loading, 75
R. Gilbert (2011)
The Serviceability Limit States in Reinforced Concrete DesignProcedia Engineering, 14
T. Meystre, M. Hirt (2006)
Evaluation de ponts routiers existants avec un modele de charge de trafic actualise
Sarath Das, P. Basudhar (2006)
Comparison study of parameter estimation techniques for rock failure criterion modelsCanadian Geotechnical Journal, 43
3. consider the decreasing of the bond strength between concrete and steel due to corrosion
F. Chehade, R. Younes, H. Mroueh, F. Chehade (2018)
Use of stochastic optimization in the analysis of weigh-in-motion dataMaintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges
Concrete bridge development group history of concrete bridges. http (2017)
//www.cbdg.org.uk/intro2.asp. Accessed 10 May 2017
B. Enright (2010)
Simulation of Traffic Loading on Highway Bridges
Mehrdad Aghagholizadeh, F. Catbas (2015)
A Review of Model Updating Methods for Civil Infrastructure Systems
Y. Robert-Nicoud, Benny Raphael, O. Burdet, Ian Smith (2005)
Model Identification of Bridges Using Measurement DataComputer‐Aided Civil and Infrastructure Engineering, 20
(1993)
(1993) CEB-FIP MODEL CODE 1990
Sarath Das, P. Basudhar (2011)
Parameter Optimization of Rock Failure Criterion Using Error-in-Variables ApproachInternational Journal of Geomechanics, 11
R. Lewis, V. Torczon, M. Trosset (2000)
Direct search methods: then and nowJournal of Computational and Applied Mathematics, 124
check the ability of the method to detect local damage and perform improvements to ensure faster convergence
E. O'brien, C. Caprani, G. O'Connell (2006)
Bridge assessment loading : a comparison of West and Central/East EuropeBridge Structures, 2
composite or box girder bridges
N. Powers, D. Frangopol, R. Al-Mahaidi, C. Caprani (2018)
Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges
B. Enright, E. O'brien (2013)
Monte Carlo simulation of extreme traffic loading on short and medium span bridgesStructure and Infrastructure Engineering, 9
H. Gomes, A. Awruch, Paulo Lopes (2011)
Reliability based optimization of laminated composite structures using genetic algorithms and Artificial Neural NetworksStructural Safety, 33
J. Vishnuvardhan, C. Krishnamurthy, K. Balasubramaniam (2007)
Genetic algorithm based reconstruction of the elastic moduli of orthotropic plates using an ultrasonic guided wave single-transmitter-multiple-receiver SHM arraySmart Materials and Structures, 16
J. Holland (1975)
Adaptation in natural and artificial systems
M. Sanayei, Stephen Scampoli (1991)
STRUCTURAL ELEMENT STIFFNESS IDENTIFICATION FROM STATIC TEST DATAJournal of Engineering Mechanics-asce, 117
K. Tee, L. Khan, Huapeng Chen, A. Alani (2014)
Reliability based life cycle cost optimization for underground pipeline networksTunnelling and Underground Space Technology, 43
Abstract The real response of a given structure, such as deflection, generally differs from prediction obtained from theoretical models. Hence, the need of periodic or long-term structural monitoring has become mandatory. The present paper describes an approach to localize the most suitable period to perform deflection monitoring in case of reinforced concrete bridges. The searched period allows making the best updates of theoretical models to better represent the structural behaviour with time. So, the genetic optimization is employed to update an existing law of flexural rigidity in order to minimize the difference between the measured and predicted deflections; measurements will be considered from different time periods. The proposed methodology is applied to a representative set of 21 RC T-beam bridges with variable parameters. Simulated measurements of static deflections based on weigh-in-motion data collected in some European countries are used in the application.
Innovative Infrastructure Solutions – Springer Journals
Published: Dec 1, 2020
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