Access the full text.
Sign up today, get DeepDyve free for 14 days.
Loading next page...
/lp/wiley/polynomial-chaos-representation-for-identification-of-mechanical-n5pmA36AHN
References (50)
-
J. Beck, K. Arnold (1977)
Parameter Estimation in Engineering and Science -
(2010)
Multi-algorithm approach for identification of structural behaviour of complex structures under cyclic environmental loading, Structural Health Monitoring -
B. Moaveni, J. Conte, F. Hemez (2009)
Uncertainty and Sensitivity Analysis of Damage Identification Results Obtained Using Finite Element Model UpdatingComputer‐Aided Civil and Infrastructure Engineering, 24
-
Yáñez‐Godoy Yáñez‐Godoy, Schoefs Schoefs, Nouy Nouy, Casari Casari (2006)
Extreme storm loading on in‐service wharf structures: interest of monitoring for reliability updatingRevue Européenne de Génie Civil, 5
-
L. Verdure (2004)
Cadre statistique du suivi en service des ouvrages de génie civil : application à un quai sur pieux -
R. Ghanem, A. Doostan (2006)
On the construction and analysis of stochastic models: Characterization and propagation of the errors associated with limited dataJ. Comput. Phys., 217
-
(2008)
Use of structural monitoring for updating reliability analysis: application on pile-supported wharves -
H. Yáñez-Godoy (2008)
Mise à jour de variables aléatoires à partir des données d'instrumentations pour le calcul en fiabilité de structures portuaires -
R. Muhanna, H. Zhang, R. Mullen (2007)
Interval Finite Elements as a Basis for Generalized Models of Uncertainty in Engineering MechanicsReliable Computing, 13
-
(1999)
The restoration of Shuaiba oil pier -
A. Grosso (2001)
MONITORING OF INFRASTRUCTURES IN THE MARINE ENVIRONMENT -
M. Donahue, S. Dickenson, T. Miller, S. Yim (2005)
Implications of the Observed Seismic Performance of a Pile-Supported Wharf for Numerical ModelingEarthquake Spectra, 21
-
A. Grosso, D. Inaudi, F. Lanata (2000)
Strain and Displacement Monitoring of a Quay Wall in the Port of Genoa by means of Fibre Optic Sensors -
(1965)
A simplex method for function -
J. Nelder, R. Mead (1965)
A Simplex Method for Function MinimizationComput. J., 7
-
(2000)
Behavior of laterally loaded piles, Proceedings of the Engineering Jubilee Congress -
S. Madhuri, S. Sannasiraj, R. Sundaravadivelu (2007)
Effect of Revision of Seismic Codal Provisions on the Analysis of Berthing StructuresJournal of the Institution of Engineers. India. Civil Engineering Division, 88
-
H. Yáñez-Godoy, J. Schoefs (2008)
Medium-term life-cycle monitoring of random behaviour components of in-service pile-supported wharves -
H. Matthies (2007)
QUANTIFYING UNCERTAINTY: MODERN COMPUTATIONAL REPRESENTATION OF PROBABILITY AND APPLICATIONS -
J. Boéro, F. Schoefs, B. Capra, Nicolas Rouxel (2009)
Technical management of French harbour structures Part 2: Current practices, needs - Experience feedback of ownersRevue Paralia, 2
-
(2007)
Monitoring of Termini Imerese Harbour (Sicily, Italy) Using Satellite DInSAR data -
A. Nozu, K. Ichii, T. Sugano (2004)
SEISMIC DESIGN OF PORT STRUCTURESJournal of Japan Association for Earthquake Engineering, 4
-
H. Yáñez-Godoy, F. Schoefs, A. Nouy, P. Casari (2006)
Extreme storm loading on in-service wharf structuresRevue Européenne de Génie Civil, 10
-
(2000)
Behavior of laterally loaded piles, Proceedings of the Engineering Jubilee Congress “Engineering Beyond 2000, -
R. Ghanem, P. Spanos (1990)
Stochastic Finite Elements: A Spectral Approach -
J. Lagarias, J. Reeds, M. Wright, P. Wright (1998)
Convergence Properties of the Nelder-Mead Simplex Method in Low DimensionsSIAM J. Optim., 9
-
(2006)
Euro code 7: calcul géotechnique, Edito-ETI -Sciences et Techniques. Techniques de l'ingénieur -
(2000)
field monitoring and performance prediction -
S. Cheung, J. Beck (2010)
Calculation of Posterior Probabilities for Bayesian Model Class Assessment and Averaging from Posterior Samples Based on Dynamic System DataComputer‐Aided Civil and Infrastructure Engineering, 25
-
I. Iervolino (2009)
Computer Aided Civil and Infrastructure EngineeringComputer-aided Civil and Infrastructure Engineering
-
Ha-Rok Bae, R. Grandhi, R. Canfield (2004)
Epistemic uncertainty quantification techniques including evidence theory for large-scale structuresComputers & Structures, 82
-
F. Schoefs, A. Clément, A. Nouy (2009)
Assessment of ROC curves for inspection of random fieldsStructural Safety, 31
-
T. Igusa, S. Buonopane, B. Ellingwood (2002)
Bayesian analysis of uncertainty for structural engineering applicationsStructural Safety, 24
-
(2006)
Euro code 7: calcul géotechnique, Edito -
Sonja Marten, E. Bourgeois, J. Gobert, P. Nguyen, L. Delattre, Philippe Joignant (2004)
The new deep water quay “Port 2000” of Le Havre, France: field monitoring and performance prediction -
H. Yáñez-Godoy, F. Schoefs, P. Casari (2008)
Statistical Analysis of the Effects of Building Conditions on the Initial Loadings of On-piles QuaysStructural Health Monitoring, 7
-
(1999)
Monitoring the behaviour of diaphragm walls of a dry dock -
L. Delattre, L. Mespouhle (1999)
Etude experimentale du comportement du quai en eau profonde du port de Calais -
F. Perrin, B. Sudret, Géraud Blatman, M. Pendola (2007)
Use of polynomial chaos expansions and maximum likelihood estimation for probabilistic inverse problems -
J. Boéro, F. Schoefs, B. Capra, Nicolas Rouxel (2009)
Technical management of French harbour structures Part 1: Description of built assetsRevue Paralia, 2
-
H. Adeli, Xiaomo Jiang (2006)
Dynamic Fuzzy Wavelet Neural Network Model for Structural System IdentificationJournal of Structural Engineering-asce, 132
-
W. Moerman, L. Taerwe, Wim Waele, J. Degrieck, J. Himpe (2005)
Measuring Ground Anchor Forces of a Quay Wall with Bragg SensorsJournal of Structural Engineering-asce, 131
-
(1999)
The restoration of Shuaiba -
C. Desceliers, Christian Soize, R. Ghanem (2007)
Identification of Chaos Representations of Elastic Properties of Random Media Using Experimental Vibration TestsComputational Mechanics, 39
-
(2001)
Modified instrumentation and results of stress and deformation monitoring at the new quay wall construction -Container Terminal Altenwerder, Port of Hamburg -
(2000)
Monitoring of infrastructures -
F. Schoefs, B. Gérard, P. Casari, L. Verdure (2004)
Stratégie d’instrumentation pour la gestion optimisée des ouvrages portuaires -
F. Lanata, F. Schoefs (2012)
Multi-algorithm approach for identification of structural behavior of complex structures under cyclic environmental loadingStructural Health Monitoring, 11
-
H. Adeli, Xiaomo Jiang (2008)
Intelligent Infrastructure: Neural Networks, Wavelets, and Chaos Theory for Intelligent Transportation Systems and Smart Structures -
L. Verdure, F. Schoefs, P. Casari, H. Yáñez-Godoy (2005)
Uncertainty updating of on-pile wharf after monitoring
- Publisher
- Wiley
- Copyright
- © 2010 Computer‐Aided Civil and Infrastructure Engineering
- ISSN
- 1093-9687
- eISSN
- 1467-8667
- DOI
- 10.1111/j.1467-8667.2010.00683.x
- Publisher site
- See Article on Publisher Site
Abstract
Abstract: The modeling of in‐service behavior is of first importance when reassessing complex structures like harbor structures and when performing risk analysis. To this aim, the monitoring of structures allows assessment of the level of loading and to provide more realistic models for mechanical behavior or input values for their parameters. Moreover, for complex structures and due to building hazards, a stochastic modeling is needed to represent the large scatter of measured quantities. In this article, a step‐by‐step procedure for structural identification is presented. A decomposition of random variables on Polynomial Chaos is selected and it is shown to represent better the basic variables in comparison to preselected distribution functions, when considering maximum likelihood estimate. The decomposed variables are used for a stochastic analysis to be further updated with available monitoring data. The model can be used to follow the structure behavior during in‐service or extreme conditions and to perform a reliability analysis. The proposed procedure will be carried out by using available data from the monitoring of a pile‐supported wharf in the Port of Nantes, in France, but it can be generalized to similar monitored structures.
Journal
Computer-Aided Civil and Infrastructure Engineering – Wiley
Published: Apr 1, 2011