Ian F. C. Smith
ian.smith@epfl.ch +41 21 693 80 02 https://www.epfl.ch/schools/enac/honorary-professors/ph-home/smith-ian-f-c/
Nationalité: Swiss and Canadian
Expertise
Interprétation de données
Contrôle actif des structures
Informatique de l'ingénieur
Contrôle actif des structures
Informatique de l'ingénieur
PhD Université de Cambridge, 1982
Interêts
1 Contrôle actif de la forme des structures pour améliorer leur aptitude au service et leur déploiement
2 Structures biomimétiques (apprentissage, auto-diagnostic, auto-réparation)
3 Gestion de l'infrastructure par l'identification structurale
4 Applications avancées de l'informatique
Plus de détails, voir https://www.epfl.ch/labs/imac/fr/recherche/smith_ian_fr/
Interêts
1 Contrôle actif de la forme des structures pour améliorer leur aptitude au service et leur déploiement
2 Structures biomimétiques (apprentissage, auto-diagnostic, auto-réparation)
3 Gestion de l'infrastructure par l'identification structurale
4 Applications avancées de l'informatique
Plus de détails, voir https://www.epfl.ch/labs/imac/fr/recherche/smith_ian_fr/
Publications
Time series data interpretation for ‘wheel-flat’ identification including uncertainties
Structural Health Monitoring. 2023. DOI : 10.1177/1475921719887117.Design and testing of a low-energy and -carbon prototype structure that adapts to loading through shape morphing
International Journal Of Solids And Structures. 2022. DOI : 10.1016/j.ijsolstr.2022.111629.A smart sensor-data-driven optimization framework for improving the safety of excavation operations
Expert Systems With Applications. 2022. DOI : 10.1016/j.eswa.2021.116413.A framework for occupancy detection and tracking using floor-vibration signals
Mechanical Systems and Signal Processing. 2022. DOI : 10.1016/j.ymssp.2021.108472.Increasing occupant localization precision through identification of footstep-contact dynamics
Advanced Engineering Informatics. 2021. DOI : 10.1016/j.aei.2021.101367.Editorial: Design and Control of Adaptive Civil Structures
Frontiers In Built Environment. 2021. DOI : 10.3389/fbuil.2021.729752.A Comparison of optimal measurement-system design with engineering judgement for bridge load testing
2021. 10th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII 10), Porto, Portugal, 30 June - 2 July 2021.Using footstep-induced vibrations for occupant detection and recognition in buildings
Advanced Engineering Informatics. 2021. DOI : 10.1016/j.aei.2021.101289.Systematic selection of field response measurements for excavation back analysis
Advanced Engineering Informatics. 2021. DOI : 10.1016/j.aei.2021.101296.Uncertainties in Structural Behavior for Model-Based Occupant Localization Using Floor Vibrations
Frontiers In Built Environment. 2021. DOI : 10.3389/fbuil.2021.602118.A methodology to design measurement systems when multiple model classes are plausible
Journal of Civil Structural Health Monitoring. 2021. DOI : 10.1007/s13349-020-00454-9.Model-Based Interpretation of Measurements for Fatigue Evaluation of Existing Reinforced Concrete Bridges
Journal of Bridge Engineering (ASCE). 2021. DOI : 10.1061/(ASCE)BE.1943-5592.0001742.Validating model-based data interpretation methods for quantification of reserve capacity
Advanced Engineering Informatics. 2021. DOI : 10.1016/j.aei.2020.101231.Model-Class Selection Using Clustering and Classification for Structural Identification and Prediction
Journal of Computing in Civil Engineering. 2021. DOI : 10.1061/(ASCE)CP.1943-5487.0000932.Vibration Serviceability Assessment for Pedestrian Bridges Based on Model Falsification
Journal of Bridge Engineering. 2021. DOI : 10.1061/(ASCE)BE.1943-5592.0001673.Comparative study of the effects of three data-interpretation methodologies on the performance of geotechnical back analysis
International Journal For Numerical And Analytical Methods In Geomechanics. 2020. DOI : 10.1002/nag.3120.A Novel Strategy to Design Measurement Systems For Bridge Load Testing
2020.Framework to Approximate the Value of Information of Bridge Load Testing for Reserve Capacity Assessment
Frontiers in Built Environment. 2020. DOI : 10.3389/fbuil.2020.00065.Application of Sustainable Bamboo-Based Composite Reinforcement in Structural-Concrete Beams: Design and Evaluation
Materials. 2020. DOI : 10.3390/ma13030696.Optimizing the operating profit of young highways using updated bridge structural capacity
Journal of Civil Structural Health Monitoring. 2020. DOI : 10.1007/s13349-020-00379-3.Strategy to validate sensor-placement methodologies in the context of sparse measurement in complex urban systems
IEEE Sensors. 2020. DOI : 10.1109/JSEN.2020.2969470.Interactive Real-time Structural Modelling - Solids
2020Design of structures that adapt to loads through large shape changes
The Journal of Structural Engineering (ASCE). 2020. DOI : 10.1061/(ASCE)ST.1943-541X.0002604.Occupancy detection and tracking in buildings using floor-vibration signals
Lausanne, EPFL, 2020. DOI : 10.5075/epfl-thesis-8289.Damage Mitigation of Near-Full–Scale Deployable Tensegrity Structure through Behavior Biomimetics
Journal of Structural Engineering. 2020. DOI : 10.1061/(ASCE)ST.1943-541X.0002470.Shape changes through geometric nonlinear control as a strategy for structural adaptation
Lausanne, EPFL, 2020. DOI : 10.5075/epfl-thesis-8270.Design and control of a prototype structure that adapts to loading through large shape changes
2020. 21st IFAC World Congress on Automatic Control - Meeting Societal Challenges, ELECTR NETWORK, Jul 11-17, 2020. p. 8377 - 8382. DOI : 10.1016/j.ifacol.2020.12.1596.Measurement-system design for structural identification
Lausanne, EPFL, 2020. DOI : 10.5075/epfl-thesis-8040.Occupant- detection strategy using footstep-induced floor vibrations
2019. 1st ACM International Workshop on Device-Free Human Sensing (DFHS), New York, USA, November 10-14, 2019. p. 31 - 34. DOI : 10.1145/3360773.3360881.Structures that adapt to loads through large shape changes: design and optimization
2019. Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications, Cape Town, September 2-4, 2019. DOI : 10.1201/9780429426506-176.Occupant tracking using model-based data interpretation of structural vibrations
2019. SHMII-9 - 9th International Conference on Structural Health Monitoring of Intelligent Infrastructure, St-Louis, Missouri, US, August 4-7, 2019.Model-based interpretation of floor vibrations for indoor occupant tracking
2019. 26th International Workshop on Intelligent Computing in Engineering, Leuven, Belgium, June 30 - July 2, 2019.Data-Interpretation Methodologies for Practical Asset-Management
Journal of Sensor and Actuator Networks. 2019. DOI : 10.3390/jsan8020036.Model-Based Occupant Tracking Using Slab-Vibration Measurements
Frontiers in Built Environment. 2019. DOI : 10.3389/fbuil.2019.00063.Mechanical Properties of Bamboo Through Measurement of Culm Physical Properties for Composite Fabrication of Structural Concrete Reinforcement
Frontiers in Materials. 2019. DOI : 10.3389/fmats.2019.00015.Enhancing static-load-test identification of bridges using dynamic data
Engineering Structures. 2019. DOI : 10.1016/j.engstruct.2019.02.041.An efficient inverse analysis procedure for braced excavations considering three-dimensional effects
Computers and Geotechnics. 2019. DOI : 10.1016/j.compgeo.2018.12.004.Comparing applicability of Bayesian model updating and error-domain model falsification based on computational and engineering considerations
2019. SHMII-9 - 9th International Conference on Structural Health Monitoring of Intelligent Infrastructure, St-Louis, USA, August 4-7, 2019.Diagnosis and prognosis of civil infrastructure for better asset management
World Engineers Summit - WES2019. Engineering Future Cities - Harnessing and Managing Technologies to Improve Quality of Life, Singapore, 27-30 August, 2019.Data interpretation in model updating and prediction with applications to bridges
Comparison of data interpretation methodologies for geotechnical back analysis
2019. 9th Asian Young Geotechnical Engineers Conference, Lahore, Pakistan, December 5-7, 2019.Exploring potential benefits of bridge condition assessment in highway operations
2019. IABSE Congress, New York, NY, USA, September 4-6, 2019.Asset Management and Responsive Structures
Accurate and efficient interpretation of load-test data for asset management
A model-based data-interpretation framework for post-earthquake building assessment with scarce measurement data
Soil Dynamics and Earthquake Engineering. 2019. DOI : 10.1016/j.soildyn.2018.10.008.A Comparison of Greedy and Global Searches for Measurement-System Design in Bridge Load Testing
2019. 5th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures, Postdam, Germany, August 27-29, 2019.Measurement-based support for post-earthquake assessment of buildings
Structure and Infrastructure Engineering. 2019. DOI : 10.1080/15732479.2019.1569071.Model identification using dynamic response
National University of Singapore, 2019.Measurement data interpretation and prediction for optimal management of bridges
Lausanne, EPFL, 2019. DOI : 10.5075/epfl-thesis-7567.Experimental testing of a small-scale truss beam that adapts to loads through large shape changes
2019. The 9th ECCOMAS Thematic Conference on Smart Structures and Materials, Paris, France, July 8-11, 2019.Element location and classification following a damage event of a near-full-scale deployable tensegrity structure
2019. Form and Force 2019. IASS Symposium 2019: 60th Anniversary Symposium of the International Association for Shell and Spatial Structures Structural Membranes 2019, Barcelona, Spain, Octobre 7-10, 2019.Using data interpretation to enhance post-seismic decision making at urban scale
2019. IABSE Conference Guimarães 2019: Towards a Resilient Built Environment – Risk and Asset Management, Guimarães, Portugal, March 27-29, 2019.A multi-criteria decision framework to support measurement-system design for bridge load testing
Advanced Engineering Informatics. 2019. DOI : 10.1016/j.aei.2019.01.004.Accurate and efficient interpretation of load-test data for asset-management
Lausanne, EPFL, 2019. DOI : 10.5075/epfl-thesis-7254.Experimental Testing of a Small-Scale Truss Beam That Adapts to Loads Through Large Shape Changes
Frontiers in Built Environment. 2019. DOI : 10.3389/fbuil.2019.00093.Monitoring for asset management: Using sensed structures to build responsive cities
9th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII-9), St-Louis, Missouri, US, August 4-7, 2019.Accurate and efficient model-based data-interpretation to assist asset-management decision-making
Multi-fidelity modelling for structural identification
2019. IABSE Conference Guimarães 2019: Towards a Resilient Built Environment – Risk and Asset Management, Guimarães, Portugal, March 27-29, 2019.Measurement-system design framework using multi-objective optimization for bridge load testing
2019. World Congress on Resilience, Reliability and Asset Management, Singapore, July 28-30, 2019.Asset management and responsive structures
Damage mitigation of a near-full-scale deployable tensegrity structure through behavior biomimetics
Caltech Engineering Mechanics Institute Conference 2019, Pasadena, CA, USA, June 18-21, 2019.Dynamique des Structures. Bases et applications pour le génie civil
Lausanne: Presses Polytechniques et Universitaires Romandes, 2019.Identification of Train Wheel Flat Accounting for Measurement and Modeling Uncertainties
2019. Structural Health Monitoring 2019: Enabling Intelligent Life-cycle Health Management for Industry Internet of Things (IIOT), Stanford, California, USA. DOI : 10.12783/shm2019/32153.An engineering approach to model-class selection for measurement-supported post-earthquake assessment
Engineering Structures. 2019. DOI : 10.1016/j.engstruct.2019.109408.Is there a relationship between footstep-impact locations and measured signal characteristics?
2019. 1st ACM International Workshop on Device-Free Human Sensing - DFHS'19, New York, NY, USA. p. 62 - 65. DOI : 10.1145/3360773.3360888.Using Regularized Linear-Regression Surrogate Models for Accurate Probabilistic Structural Identification
2019. ASCE International Conference on Computing in Civil Engineering (i3CE), Atlanta, GEORGIA, Jun 17-19, 2019. p. 367 - 373. DOI : 10.1061/9780784482445.047.A methodology for measurement-system design combining information from static and dynamic excitations for bridge load testing
Journal of Sound and Vibration. 2019. DOI : 10.1016/j.jsv.2019.114953.Measurement data interpretation for sustainable asset management and for future responsive cities (Keynote talk)
8th International Conference of Tropical and Subtropical Green Building Council Alliance & 9th Cross-Strait Green Building Technology Development Forum, Hong Kong, November, 18-20, 2018.Design and Control of Adaptive Civil Structures: towards an Energy Approach to Structural Engineering
Henderson Lecture, Cambridge University, July 2-4, 2018.Measurement system design using multi-criteria decision making
2018Engineering tasks
Advanced measurement data interpretation for sustainable asset management (Keynote talk)
ICCCBE, Tampere, Finland, June, 4-7, 2018.Using data-interpretation methodologies to incorporate information iteratively for asset-management decision making
Engineering Mechanics Institute Conference, Boston, USA, May 29-June 1, 2018.Enhancing asset management with measurements
Adaptive sampling methodology for structural identification using radial basis functions
Journal of Computing in Civil Engineering. 2018. DOI : 10.1061/(ASCE)CP.1943-5487.0000750.An engineering approach to interpreting measurement data for asset management
Leak detection of water supply networks using error-domain model falsification
Journal of Computing in Civil Engineering. 2018. DOI : 10.1061/(ASCE)CP.1943-5487.0000729.Multi-model approach to assess the ultimate flexural capacity of existing concrete bridges
2018. 12th FIB International PhD Symposium in Civil Engineering, Prague, Czech Republic.Improvement of deployment trajectory of a tensegrity structure using a path-planning algorithm
2018. IASS 2018, Boston.Comparison of model-based identification methods for reserve-capacity assessment of existing bridges
2018. IABSE Conference 2018, Copenhagen, DK.Structural Resilience through Model-Based Data Interpretation: From Building to City-Scale Post-Seismic Assessment
2018. Sixth International Symposium on Reliability Engineering and Risk Management, Singapore, May 31 - June 1, 2018.Using dynamic measurements to detect and locate ruptured cables on a tensegrity structure
Engineering Structures. 2018. DOI : 10.1016/j.engstruct.2018.06.083.Biomimetic adaptive control of a deployable tensegrity structure
Lausanne, EPFL, 2018. DOI : 10.5075/epfl-thesis-8778.Advanced computer strategies for engineering
2018. 25th Workshop of the European Group for Intelligent Computing in Engineering.Robust model updating methodology for estimating worst-case load capacity of existing bridges
Journal of Civil Structural Health Monitoring. 2018. DOI : 10.1007/s13349-018-0305-4.Comparing methodologies for structural identification and fatigue life prediction of a highway bridge
Frontiers in Built Environment. 2018. DOI : 10.3389/fbuil.2017.00073.Sensor Data Interpretation with Clustering for Interactive Asset-Management of Urban Systems
Journal of Computing in Civil Engineering. 2018. DOI : 10.1061/(ASCE)CP.1943-5487.0000793.Soil Parameter Identification for Excavations: A Falsification Approach
2018. 9th European Conference on Numerical Methods in Geotechnical Engineering, Porto, Portugal, June 25-27, 2018.A new method to design structures that adapt to loads via large shape changes
2018. International Association for Shell and Spatial Structures, Creativity in Structural Design, Boston, Massachusetts, USA, July 16-20, 2018.Outlier-Detection Methodology for Structural Identification Using Sparse Static Measurements
Sensors. 2018. DOI : 10.3390/s18061702.Application of a sequence-free iterative structural identification framework for reserve capacity estimation of a steel-concrete composite bridge
2018. Structures Congress 2018, Fort Worth, Texas, April 19-21, 2018. p. 275 - 286. DOI : 10.1061/9780784481332.025.Adaptive approach for sensor placement combining a quantitative strategy with engineering practice
2018. EG-ICE Workshop 2018, Lausanne, Switzerland, June 10-13, 2018. DOI : 10.1007/978-3-319-91638-5_11.User-interface development for model-based data-interpretation
2018. NDT.net 2018, Manchester, UK.Population-based structural identification for reserve-capacity assessment of existing bridges
Journal of Civil Structural Health Monitoring. 2018. DOI : 10.1007/s13349-018-0283-6.Teaching Fundamentals of Computing to Civil Engineers – Challenges and Solutions
Transforming Engineering Education through Innovative Computer Mediated Learning Technologies; American Society of Civil Engineers, 2018. p. 25 - 42.Deployment and Shape Change of a Tensegrity Structure Using Path-Planning and Feedback Control
Frontiers in Built Environment. 2018. DOI : 10.3389/fbuil.2018.00045.Actuator Layout Optimization for Adaptive Structures Performing Large Shape Changes, Advanced Computing Strategies for Engineering
2018. p. 111 - 129. DOI : 10.1007/978-3-319-91638-5_6.Traffic-Based Condition Assessment and Fatigue-Life Predictions for a Highway Bridge
2017. Structures Congress, Denver, CO, APR 06-08, 2017. p. 431 - 441.Composite Bamboo and its Application as Reinforcement in Structural Concrete
ETHZ, 2017.Measurement system design for civil infrastructure using expected utility
Advanced Engineering Informatics. 2017. DOI : 10.1016/j.aei.2016.12.002.Adaptive control of a deployable tensegrity structure
Engineering Structures. 2017. DOI : 10.1016/j.engstruct.2017.08.062.A Practical Engineering Approach to Interpreting Measurement Data in Uncertain Contexts
2017. International Conference on Sustainable Infrastructure, New Yourk, 2017. p. 26 - 38. DOI : 10.1061/9780784481219.003.Large and reversible shape changes as a strategy for structural adaptation
2017. IASS 2017, Hamburg, 2017.Lehrveranstaltungen in Baudynamik und Erdbebeningenieurwesen an der EPFL
2017. D-A-CH Tagung: Erdbebeningenieurwesen und Baudynamik 2017, Weimar, Germany, September 21-22, 2017.An Active Deployable Tensegrity-Ring Footbridge System
2017. 15th Biennial ASCE Conference on Engineering, Science, Construction, and Operations in Challenging Environments, Orlando, FL, USA. p. 1101 - 1108. DOI : 10.1061/9780784479971.107.Dynamic effects of cable rupture in a tensegrity structure
2017. 4th Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures (SMAR), Zurich, 2017.Dynamique des Structures. Bases et applications pour le génie civil.
Lausanne: Presses Polytechniques et Universitaires Romandes, 2017.Improving infrastructure-asset management through reasoning that is compatible with mental models of engineers
2017. 24th EG-ICE Workshop, Nottingham, 2017.Structural model updating for reserve capacity estimation in concrete bridges
2017. Structural Health Monitoring of Intelligent Infrastructure, Brisbane Australia, December 2017.Improving prediction capability of finite element models of bridges using static and dynamic data
2017. Structural Health Monitoring of Intelligent Infrastructure, Brisbane Australia, December 2017.Comparing algorithms for measurement system design for bridge load testing
2017. Structural Health Monitoring of Intelligent Infrastructure, Brisbane Australia, December 2017.Optimal multi-type sensor placement for structural identification by static-load testing
Sensors. 2017. DOI : 10.3390/s17122904.Data-Interpretation methodologies for Non-Linear Earthquake Response Predictions of Damaged Structures
Frontiers in Built Environment. 2017. DOI : 10.3389/fbuil.2017.00043.Vibration-based occupant detection using a multiple-model approach
2017. IMAC XXXV -Structural Dynamics Challenges in Next Generation Aerospace Systems, Garden Grove, CA, USA, 2017.A dynamic-relaxation formulation for analysis of cable structures with sliding-induced friction
International Journal Of Solids And Structures. 2017. DOI : 10.1016/j.ijsolstr.2017.08.008.Measurement system design for leak detection in hydraulic pressurized networks
Structure and Infrastructure Engineering. 2017. DOI : 10.1080/15732479.2016.1225312.Cyber Civil Infrastructure and IoT for Cities
2017. IEEE Symposium Series on Computational Intelligence (SSCI), Hawaii, USA, December 2017. DOI : 10.1109/SSCI.2017.8280815.Exploring the solution space in error-domain model falsification using classification algorithms
2017. 4th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures, Zurich.Usefulness of ambient-vibration measurements for seismic assessment of existing structures
2017. 4th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures, Zurich, Switzerland, September 13-15, 2017.Measurement-supported performance assessment of earthquake-damaged concrete and masonry structures
Lausanne, EPFL, 2017. DOI : 10.5075/epfl-thesis-8113.Joint Friction during Deployment of a Near-Full-Scale Tensegrity Footbridge
Journal Of Structural Engineering. 2017. DOI : 10.1061/(Asce)St.1943-541X.0001817.Comparing Three Methodologies for System Identification and Prediction
2017. 14th International Probabilistic Workshop, Ghent, Belgium, 2016. p. 81 - 95. DOI : 10.1007/978-3-319-47886-9_6.Comparing case studies of a new structural identification framework based on model falsification reasoning
2016. Sixth International Conference on Structural Engineering, Mechanics and Computation, Cape Town, South Africa, 5-7 September 2016. DOI : 10.1201/9781315641645-330.Structures that learn, self-diagnose and adapt
2016. IASS 2016, Tokyo.Measurement system design based on the expected utility of monitoring actions
2016. 16th International Conference on Computing in Civil and Building Engineering, Osaka.Evaluating predictive performance of sensor configurations in wind studies around buildings
Advanced Engineering Informatics. 2016. DOI : 10.1016/j.aei.2016.02.004.The Singapore cyber-civil-infrastructure project
2016. Transforming the Future of Infrastructure through Smarter Information, Cambridge.Iterative structural identification framework for evaluation of existing structures
Engineering Structures. 2016. DOI : 10.1016/j.engstruct.2015.09.039.Measurement, Data Interpretation, and Uncertainty Propagation for Fatigue Assessments of Structures
Journal of Bridge Engineering. 2016. DOI : 10.1061/(ASCE)BE.1943-5592.0000861.Optimal Sensor Placement for Time-Dependent Systems: Application to Wind Studies around Buildings
Journal of Computing in Civil Engineering. 2016. DOI : 10.1061/(ASCE)CP.1943-5487.0000497.Surveying the Evolution of Computing in Architecture, Engineering, and Construction Education since 2012
Journal of Computing in Civil Engineering. 2016. DOI : 10.1061/(ASCE)CP.1943-5487.0000580.Towards biomimetic behavior of an active deployable tensegrity structure
Lausanne, EPFL, 2016. DOI : 10.5075/epfl-thesis-6866.Shape control for self-stress of a deployable tensegrity footbridge
2016. 23rd Workshop of the European Group of Intelligent Computing in Engineering, Kracow.Uncertainty Qualification in Large Civil Infrastructure
SIAM Conference on Uncertainty Quantification, Lausanne, April 5-8, 2016.Towards biomimetic actuation for a deployable structure
2016. International Association for Shell and Spatial Structures, Tokyo.Bond-behavior study of newly developed bamboo-composite reinforcement in concrete
Construction And Building Materials. 2016. DOI : 10.1016/j.conbuildmat.2016.06.084.An electric network for evaluating monitoring strategies intended for hydraullic pressurized networks
Advanced Engineering Informatics. 2016. DOI : 10.1016/j.aei.2016.09.003.Studies of Sensor Data Interpretation for Asset Management of the Built Environment
Frontiers in Built Environment. 2016. DOI : 10.3389/fbuil.2016.00008.Active control for mid-span connection of a deployable tensegrity footbridge
Engineering Structures. 2016. DOI : 10.1016/j.engstruct.2016.01.011.A model-based data-interpretation framework for improving wind predictions around buildings
Journal of Wind Engineering and Industrial Aerodynamics. 2015. DOI : 10.1016/j.jweia.2015.06.016.Performance comparison of reduced models for leak detection in water distribution networks
Advanced Engineering Informatics. 2015. DOI : 10.1016/j.aei.2015.07.003.A deployable tensegrity footbridge that connects at mid-span
2015. International Association for Shell and Spatial Structures (IASS) Symposium 2015, Amsterdam Future Visions, Amsterdam, The Netherlands, August 17-20, 2015.Performance Assessment and Prognosis for Civil Infrastructure Based on Model Falsification Reasoning
2015. 7th Int. conference on Structural Health Monitoring of Intelligent, ISHMI, Turin, Italie, July 1-3, 2015.Performance Assessment and Prognosis for Civil Infrastructure Based on Model Falsification Reasoning
Lausanne, EPFL, 2015. DOI : 10.5075/epfl-thesis-6756.Wind simulations around buildings
FCL Magazine. 2015.Grand Challenges of Structural Sensing
Frontiers in Built Environment. 2015. DOI : 10.3389/fbuil.2015.00019.Performance assessment of pressurized fluid-distribution networks
Lausanne, EPFL, 2015. DOI : 10.5075/epfl-thesis-6858.Using electrical resistance networks to enhance performance assessments of water distribution networks
2015. 7th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII), Torino, Italy, July 1-3, 2015.Error Assessment of Machine Vision Techniques for Object Detection and Evaluation
2015. ASCE International Workshop on Computing in Civil Engineering, Austin, Texas, USA, 21-23 June 2015. p. 660 - 666. DOI : 10.1061/9780784479247.082.Using measurements to reduce model uncertainty for better predictions
2015. IABSE Conference - Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 23-25, 2015.Deployment of a tensegrity footbridge
Journal of Structural Engineering. 2015. DOI : 10.1061/(ASCE)ST.1943-541X.0001260.Reducing the uncertainty on the structural behaviour of existing structures through data interpretation
2015. 7th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII), Torino, Italy, July 1-3, 2015.Friction modelling of a deployable tensegrity footbridge
2015. International Association for Shell and Spatial Structures Symposium 2015, Amsterdam, The Netherlands, 19 August, 2015.Sources and forms of modelling uncertainties for structural identification
2015. 7th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII), Torino, Italy, July 1-3, 2015.Improving simulation predictions of wind around buildings using measurements through system identification techniques
Building and Environment. 2015. DOI : 10.1016/j.buildenv.2015.10.018.Evaluating seismic retrofitting efficiency through ambient vibration tests and analytical models
2015. IABSE Conference – Structural Engineering: Providing Solutions to Global Challenges, Geneva (Switzerland), September 23-25,2015.Mid-span connection of a deployable tensegrity footbridge
2015. 22nd EG-ICE International Workshop, Eindhoven, The Netherlands, July, 13-15, 2015.Optimal sensor placement for prediction of wind around buildings
National University of Singapore, 2015.A framework for optimal sensor placement in full-scale studies of wind around buildings
2015. 14th International Conference on Wind Engineering ICWE14, Porto Alegre, Brazil, June 21-26, 2015.Improving simulation predictions of wind around buildings using measurements
Lausanne, EPFL, 2015. DOI : 10.5075/epfl-thesis-6602.Robust system identification and model predictions in the presence of systematic uncertainty
Advanced Engineering Informatics. 2015. DOI : 10.1016/j.aei.2015.07.007.Surveying the Evolution of Computing in Architecture, Engineering, and Construction Education
Journal Of Computing In Civil Engineering. 2015. DOI : 10.1061/(Asce)Cp.1943-5487.0000361.Performance comparison for reduced network models for leak region detection in water distribution networks
2014. Proceedings of the 21st International Workshop: Intelligent Computing in Engineering, European Group for Intelligent Computing in Engineering, Cardiff, UK, July 16-18, 2014.Engineering Informatics
2014. Structures Congress 2014, American Society of Civil Engineers, Boston, Massachusetts, USA, April 3-5, 2014. p. 1070 - 1077. DOI : 10.1061/9780784413357.095.Methodologies for predicting natural frequency variation of a suspension bridge
Engineering Structures. 2014. DOI : 10.1016/j.engstruct.2014.09.001.Improving Fatigue Evaluations of Structures Using In-Service Behavior Measurement Data
Journal of Bridge Engineering. 2014. DOI : 10.1061/(ASCE)BE.1943-5592.0000619.Hierarchical sensor placement using joint entropy and the effect of modeling error
Entropy. 2014. DOI : 10.3390/e16095078.Toward development of a biomimetic tensegrity footbridge
2014. 6WCSCM: Sixth World Conference on Structural Control and Monitoring, Barcelona, Spain, July 15-17, 2014.Augmenting simulations of airflow around buildings using field measurements
Advanced Engineering Informatics. 2014. DOI : 10.1016/j.aei.2014.06.003.Quantifying the Effects of Modeling Simplifications for Structural Identification of Bridges
Journal Of Bridge Engineering. 2014. DOI : 10.1061/(Asce)Be.1943-5592.0000510.Probabilistic Model Falsification for Structural Identification
2013. 11th International Conference on Structural Safety & Reliability (ICOSSAR), New York, USA, June 16-20, 2013.Evaluating modeling uncertainties in the simulation of airflow in cities
2013. 1st International Conference on Civil and Building Engineering Informatics (ICCBEI 2013), Tokyo, Japan, November 7-8, 2013.Data Processing and Direct Data Interpretation
Structural Identification of Constructed Systems; American Society of Civil Engineers, Reston, VA, USA, 2013. p. 65 - 77.Hybrid probabilities and error-domain structural identification using ambient vibration monitoring
Mechanical Systems And Signal Processing. 2013. DOI : 10.1016/j.ymssp.2012.05.017.Temperature Variations as Loads Cases for Structural Identification
2013. of 6th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII), Hong Kong, 2013.Detecting leak regions through model falsification
2013. 20th International Workshop: Intelligent Computing in Engineering 2013, Vienna, Austria, Jully 1-3, 2013.Combined Model-Free Data-Interpretation Methodologies for Damage Detection during Continuous Monitoring of Structures
Journal Of Computing In Civil Engineering. 2013. DOI : 10.1061/(Asce)Cp.1943-5487.0000289.Sensor placement for predicting airflow around buildings to enhance natural ventilation
2013. ASHRAE IAQ 2013: Environmental Health in Low Energy Buildings, Vancouver, British Columbia, Canada, October 15-18, 2013.Engineering Informatics – Fundamentals of Computer-Aided Engineering
Wiley, 2013.Model falsification diagnosis and sensor placement for leak detection in pressurized pipe networks
Advanced Engineering Informatics. 2013. DOI : 10.1016/j.aei.2013.01.001.Langesand Bridge
Case Studies of the Structural Identification of Bridges; American Society of Civil Engineers, Reston, VA USA, 2013. p. 205 - 208.Improving Remaining-Fatigue-Life Evaluation Using Data Interpretation
2013. 6th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII), Hong Kong, December 9-11, 2013.A transformable tensegrity-footbridge system
2013. Transformable-2013 In the Honor of Emilio Pérez Piñero, Sevilla, Spain, September 18-20, 2013. p. 189 - 194.Structural identification with systematic errors and unknown uncertainty dependencies
Computers & Structures. 2013. DOI : 10.1016/j.compstruc.2013.07.009.Predicting the Usefulness of Monitoring for Identifying the Behavior of Structures
Journal Of Structural Engineering. 2013. DOI : 10.1061/(Asce)St.1943-541X.0000577.Model-Free Methodologies for Data-Interpretation during Continuous Monitoring of Structures
Lausanne, EPFL, 2013. DOI : 10.5075/epfl-thesis-5518.Damage detection using data-driven methods applied to moving-load responses
Mechanical Systems And Signal Processing. 2013. DOI : 10.1016/j.ymssp.2013.02.019.Structural Identification for Selection, Application, and Calibration of Physics-Based Models
Structural Identification of Constructed Systems; American Society of Civil Engineers, Reston, VA, USA, 2013. p. 78 - 112.Structural identification methods for full-scale bridges
2013. Structures Congress, American Society of Civil Engineers, Pittsburgh, 2013. p. 319 - 327. DOI : 10.1061/9780784412848.029.Model-Based Data Interpretation and Diagnosis Robustness
2013. 11th International Conference on Structural Safety & Reliability (ICOSSAR), New York, NY, USA, June 16-20, 2013. p. 2497 - 2504.Performance-Driven Measurement System Design for Structural Identification
Journal Of Computing In Civil Engineering. 2013. DOI : 10.1061/(Asce)Cp.1943-5487.0000250.Augmenting simulations with measurements: Application to building-scale wind-flow modeling
2013. Computational Intelligence for Engineering Solutions (CIES), 2013 IEEE Symposium on, Singapore, April 16-19, 2013. p. 180 - 187. DOI : 10.1109/CIES.2013.6611747.A Transformable Tensegrity-Ring Footbridge
2012. IASS Symposium 2012: From Spatial Structures to Space Structures, Seoul, Korea, May 21-24, 2012.A transformable tensegrity-ring footbridge
2012. IASS-APCS 2012, Seoul, Korea, May 21-24, 2012.A model-free data-interpretation approach for long-term monitoring of bridges
2012. 6th International Conference on Bridge maintenance, Safety and Management, Stresa, Lake Maggiore, Italy, July 8-12, 2012.Reducing Uncertainties Regarding Remaining Lives of Structures Using Computer-aided Data Interpretation
2012. 19th Workshop on Intelligent Computing in Engineering (EG-ICE), Herrsching, Germany, July 4-6, 2012.A Hybrid Model-Free Data-Interpretation Approach For Damage Detection During Continuous Civil-Infrastructure Monitoring
2012. ASCE International Conference on Computing in Civil Engineering, Clearwater Beach, FL, USA, June 17-20, 2012. p. 517 - 522. DOI : 10.1061/9780784412343.0065.Mechanism-Based Approach for the Deployment of a Tensegrity-Ring Module
Journal Of Structural Engineering-Asce. 2012. DOI : 10.1061/(ASCE)ST.1943-541X.0000491.Measurement System Configuration for Damage Identification of Continuously Monitored Structures
Journal of Bridge Engineering. 2012. DOI : 10.1061/(ASCE)BE.1943-5592.0000386.Integrating the science of computing into undergraduate engineering curricula
2012. Structures Congress, ASCE, Fairmont, Chicago, USA, March 29-31, 2012. p. 1941 - 1945. DOI : 10.1061/9780784412367.170.Configuration of control system for damage tolerance of a tensegrity bridge
Advanced Engineering Informatics. 2012. DOI : 10.1016/j.aei.2011.10.002.Design Aspects of a Deployable Tensegrity-Hollow-rope Footbridge
International Journal of Space Structures. 2012. DOI : 10.1260/0266-3511.27.2-3.81.Probabilistic Model Falsification for Infrastructure Diagnosis
Lausanne, EPFL, 2012. DOI : 10.5075/epfl-thesis-5417.The effects of simplifications on model predictions and consequences for model-based data interpretation
2012. 20th Analysis & Computation Specialty Conference, ASCE, Chicago, Illinois, USA, March 29-31, 2012. p. 107 - 116. DOI : 10.1061/9780784412374.010.An Active Deployable Tensegrity Structure
Lausanne, EPFL, 2012. DOI : 10.5075/epfl-thesis-5457.Preventing over-instrumentation during the design of a monitoring system for static load tests
2011. In 5th International Conference on Structural Health Monitoring on Intelligent Infrastructure (SHMII-5), Cancun, Mexico, December 2011.Effects of service loading on the behaviour of a suspension bridge
2011. The special Joint Annual Symposium of the International Association for Bridge and Structural Engineering (IABSE) and the International Association for Shell and Spatial Structures (IASS), London, UK, September 20-23, 2011.Analysis of clustered tensegrity structures using a modified dynamic relaxation algorithm
International Journal of Solids and Structures. 2011. DOI : 10.1016/j.ijsolstr.2010.10.029.Deployment of a Pentagonal Hollow-Rope Tensegrity Module
2011. IABSE-IASS Symposium 2011: Taller, Longer, Lighter, London (UK), September 20-23, 2011.Deployment aspects of a tensegrity-ring pedestrian bridge
2011. 2011 Structural Engineering World Conference, Como, Italy, April 4-6, 2011.Anomaly Detection without Structural Behavior Models
2011. Structures Congress, Las Vegas, Nevada, USA, April 14-16, 2011. p. 47 - 52. DOI : 10.1061/41171(401)5.Overcoming the limitations of traditional model-updating approaches
2011. International Conference on Vulnerability and Risk Analysis and Management/Fifth International Symposium on Uncertainty Modeling and Analysis, Maryland, USA, April, 2011. p. p.905 - 913. DOI : 10.1061/41170(400)110.Designing measurement systems for continuous monitoring of structures
2011. EG-ICE Workshop, Enschede, Netherlands, July 6-8, 2011.Evaluating two model-free data interpretation methods for measurements that are influenced by temperature
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2011. The 5th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII-5) 2011, Cancun, Mexico, December, 2011.Active tensegrity structures with sliding cables - static and dynamic behaviour
2011. CSMA 2011: 10e Colloque National en Calcul des Structures, Giens, France, May 9-13, 2011.Uncertainty corrrelation in structural performance assessment
2011. 11th International Conference on Applications of Statistics and Probability in Civil Engineering, Zurich, Switzerland, August 2011.Deployment analysis of a pentagonal tensegrity-ring module
2011. CSMA 2011: 10e Colloque National en Calcul des Structures, Giens, France, May 9-13, 2011.Improving Computing Education for Engineers
2011. World Engineers' Convention, Geneva, September 4-9, 2011.Determining Control Strategies for Damage Tolerance of an Active Tensegrity Structure
Engineering Structures. 2011. DOI : 10.1016/j.engstruct.2011.02.031.Performance of two model-free data interpretation methods for continuous monitoring of structures under environmental variations
2011. ASCE International Workshop on Computing in Civil Engineering, Miami, FL, USA, June 19-22, 2011. p. 25 - 32. DOI : 10.1061/41182(416)4.Extended Uniform Distribution Accounting for Uncertainty of Uncertainty
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2010. 1st EPFL Doctoral Conference in Mechanics, Advances in Modern Aspects of Mechanics, Lausanne, Switzerland, 2010. p. 15 - 19.Designing tensegrity modules for pedestrian bridges
Engineering Structures. 2010. DOI : 10.1016/j.engstruct.2009.12.042.Structural identification through continuous monitoring: data cleansing using temperature variations
2010. The International Conference on Computing in Civil and Building Engineering (ICCCBE) 2010 and the XVII Workshop on Intelligent Computing in Engineering (EG-ICE), Nottingham, UK, June 30- July 2, 2010.Développement et optimisation de systèmes de mesures à l'aide de méthodes stochastiques
2010Design of tensegrity structures using parametric analysis and stochastic search
Engineering with Computers. 2010. DOI : 10.1007/s00366-009-0154-1.Self-Repair of a Tensegrity Pedestrian Bridge through Grouped Actuation
2010. The International Conference on Computing in Civil and Building Engineering (ICCCBE) 2010 and the XVII Workshop on Intelligent Computing in Engineering (EG-ICE), Nottingham, UK, 2010.Interprétation du comportement des structures en fonction des résultats de mesure
2010Dynamic behavior and vibration control of a tensegrity structure
International Journal of Solids and Structures. 2010. DOI : 10.1016/j.ijsolstr.2010.01.012.Design optimization and dynamic analysis of a tensegrity-based footbridge
Engineering Structures. 2010. DOI : 10.1016/j.engstruct.2010.08.009.Multimodel Structural Performance Monitoring
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2010. Structural Faults & Repairs, Edinburgh, 2010.Feature Selection using Stochastic Search: An Application to System Identification
Journal of Computing in Civil Engineering. 2010. DOI : 10.1061/(ASCE)CP.1943-5487.0000003.Modélisation d'une structure en vue d'interpréter son comportement
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2010. ASME 2010 Conference on Smart Materials, Adaptive Structures and Intelligent Systems, Philadelphia, PA, USA, 2010. p. 443 - 452. DOI : 10.1115/SMASIS2010-3673.Etude de l'énergie et contrôle du déploiement d'une structure en tenségrité
2010Simulation du déploiement des structures en tenségrité: prise en compte de la friction des poulies
2010Etude des mécanismes statiquement équilibrés : application sur un module en tenségrité déployable
2010CMS4SI Structural Identification Approach for Interpreting Measurements
2010. IABSE Symposium, Venice, 2010.Methodologies for model-free data interpretation of civil engineering structures
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2009. EG-ICE Conference 2009, Berlin. p. 226 - 233.Tensegrity modules for pedestrian bridges
2009. IASS09 Symposium: Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures, Valencia, Spain, 28 September - 2 October 2009. p. 504 - 505.Dynamic analysis and vibration control of an active tensegrity structure
2009. 15th International Workshop on Dynamics and Control, Barcelona.Multiple-Model Structural Identification
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2009Etude statique d'une passerelle en tenségrité
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2009. 15th International Workshop on Dynamics and Control, CIMNE, Barcelona, Spain, June 1-3, 2009. p. 18 - 25.Dynamic behavior of a tensegrity footbridge
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2009Développement et optimisation de systèmes de mesures
2009Enhancing infrastructure management through advanced informatics
2009. 12th Int. Conf CSEEC, Madeira.Etude statique d'une structure en tenségrité
2009Model-free data interpretation for continuous monitoring of complex structures
Lausanne, EPFL, 2009. DOI : 10.5075/epfl-thesis-4481.Structural identification to improve bridge management
2009. IABSE Symposium 2009, Bangkok, 2009.A process model for structural identification
2009. 7th European Conference on Product and Process Modelling, Sophia Antipolis, FRANCE, Sep 10-12, 2008. p. 59 - 66. DOI : 10.1201/9780203883327-12.Dimensionnement d'une structure adaptable
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2009. SHMII-4, Zurich.Data Mining : applications in civil engineering
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2008. 1st Int. Symp. on Life-Cycle Civil Engineering, Varenna, Italy. p. 959 - 964.Analytical Modelling and Parameter Identification
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Journal of Structural Engineering. 2008. DOI : 10.1061/(ASCE)0733-9445(2008)134:4(553).Improving System Identification Using Clustering
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Lausanne, EPFL, 2008. DOI : 10.5075/epfl-thesis-4056.Equivalency points: Predicting concrete compressive strength evolution in three days
Cement and Concrete Research. 2008. DOI : 10.1016/j.cemconres.2008.03.006.Engineering design support challenges
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2007. 14th EG-ICE International Workshop, Maribor, Slovenia, 26th-29th June 2007.Civil Engineering Education in Switerland
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2006.Multiple-Model Updating to Improve Knowledge of Structural System Behavior
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Tracés : revue suisse romande des techniques et cultures du bâti / Société suisse des ingénieurs et des architectes (SIA). 2006. DOI : 10.5169/seals-99511.Data mining for decision support in multiple-model system identification
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Computer-Aided Civil and Infrastructure Engineering. 2005. DOI : 10.1111/j.1467-8667.2005.00381.x.Capteur chimique à fibres optiques pour la mesure des ions chlore dans le béton à un stade précoce
Lausanne, EPFL, 2005. DOI : 10.5075/epfl-thesis-3322.Sensors, Models and Videotape
2005. DOI : 10.1061/40794(179)1.Engineering Applications of a Direct Search Algorithm, PGSL
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Applied Mathematics and Computation. 2003. DOI : 10.1016/S0096-3003(02)00629-X.Combining dynamic relaxation method with artificial neural networks to enhance simulation of tensegrity structures
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2003. SOON, TU Delft, Delft, 2003.Construction et caractérisation d'une structure active de type tensegrité
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Lausanne, EPFL, 2003. DOI : 10.5075/epfl-thesis-2701.Challenges, opportunities and risks of IT in civil engineering
2003. p. 1 - 10. DOI : 10.1061/40704(2003)1.Construction material monitoring with "optical hair" hygrometers
Lausanne, EPFL, 2003. DOI : 10.5075/epfl-thesis-2673.Fundamentals of Computer-Aided Engineering
Chichester, UK: Wiley, 2003.A study of two stochastic search methods for structural control
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2003. p. 71 - 82. DOI : 10.1007/978-3-540-39816-5_7.Performance enhancement of active structures during service lives
Lausanne, EPFL, 2003. DOI : 10.5075/epfl-thesis-2750.Adjustable tensegrity structures
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AIEDAM. 2002. DOI : 10.1017/S0890060402163049.Deux Structures Actives de Type Tensegrité
Construction Métallique. 2002.Persistent knowledge through fundamentals
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2002.A deformation measurement system for dynamic structural monitoring
Lausanne, EPFL, 2001. DOI : 10.5075/epfl-thesis-2441.Constraint-based support for negotiation in collaborative design
Artificial Intelligence in Engineering. 2000. DOI : 10.1016/S0954-1810(00)00020-0.Increasing Understanding During Collaboration Through Advanced Representations
Journal of Information Technology in Construction. 2000.The impact of new measurement systems on structural engineering
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Engineering With Computers. 2000. DOI : 10.1007/PL00007190.A probabilistic search algorithm for finding optimally directed solutions
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2000. Structural Engineering for Meeting Urban Transportation Challenges, Congress Report 16, IABSE, Lucerne, Lucerne.Computational control for active structures
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2000. p. 681 - 685. DOI : 10.1061/40513(279)89.Structural Engineering Design Support by Constraint Satisfaction
2000. p. 311 - 331. DOI : 10.1007/978-94-011-4154-3_16.Engineer-computer interaction for structural monitoring
Lausanne, EPFL, 2000. DOI : 10.5075/epfl-thesis-2199.Integrated information technology for structural engineers
Structural Engineering International. 1999. DOI : 10.2749/101686699780482168.Extending active control to build intelligent structures
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1999. p. 169 - 177. DOI : 10.1115/DETC99/DAC-8681.Constraint-Based Support for Collaboration in Design and Construction
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National Steel Bridge Alliance, American Institute of Steel Construction, 1998.Artificial intelligence in structural engineering
Springer, 1998.Case-based model selection for engineering diagnosis
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Artificial Intelligence in Engineering. 1996. DOI : 10.1016/0954-1810(95)00026-7.Advances in Case-Based Reasoning
1996. Third European Workshop EWCBR-96.Dynamic constraint satisfaction with conflict management in design
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Zurich: International Association for Bridge and Structural Engineering, Zurich, 1995.Case combination and adaptation of buildings spaces
Computing in Civil Engineering, ASCE. 1995.Special Issue: Conflict management in design
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1994. 1st Workshop of the European Group for Structural Engineering Applications of Artificial Intelligence (EG-SEA-AI).Designers like designing
1994.Integrated case-based building design
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Knowledge Based Systems. 1994. DOI : 10.1016/0950-7051(94)90002-7.Structural and architectural integration in building design Advances and chalenges in case-based design
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1994.Assumptions and conflict resolution in preliminary engineering design
1994.Spatial design of complex artifacts using cases
1994. p. 70 - 76. DOI : 10.1109/CAIA.1994.323690.Integrated case-based design systems
1993.Representing incomplete knowledge with assumptions
1993.Implementing qualitative reasoning for structural design using constraint propagation
1993.Assumptions and conflict resolution in preliminary engineering design
1993.Targeting novices and experts
Journal of Design Sciences and Technology. 1993.The combination of independently developed expert systems
1992.Adaptation of spatial design cases
1992.Incremental modification methods for design
1992. p. 102 - 105.Dynamic Constraint Satisfaction with Continuous Variables
1992.Functional context and creativity
1992.Non-monotonic reasoning : methods which show potential for large systems
1991.The fatigue-resistant designer
1991.Methods for improving the performance of design systems
1991. p. 467 - 483.Multi-actor issues in Euroweld : an integrated system containing 12 independently developed Knowledge modules
1991.Case-based representation of architectural design knowledge
1991.Contributing knowledge to a large integrated system
1991. p. 77 - 85.Computers: Research Tools or Design Aids?
Structural Engineering International. 1991. DOI : 10.2749/101686691780617544.Modelling knowledge for preliminary bridge design
1990. p. 38 - 46.Crack control : Decision making aided by knowledge processing technology
1990.Fatigue and fracture of riveted bridge members
Journal of Structural Engineering. 1990. DOI : 10.1061/(ASCE)0733-9445(1990)116:1(198).Dynamic constraint satisfaction in a bridge design system
1990. p. 217 - 232. DOI : 10.1007/3-540-53104-1_44.An analysis of fatigue recommendations considering new data
Periodica AIPC. 1989.Knowledge-base systems for structures in service
1989.Les systèmes experts
Ingénieurs et architectes suisses. 1989. DOI : 10.5169/seals-76991.Knowledge-based systems for structures in service
1989. IABSE, Bergamo, 1989. p. 129 - 139.Fatigue assessment and fracture mechanics in structural engineering
Structures Subjected to Repeated Loading; Elsevier, 1989. p. 1 - 24.Fatigue-resistant steel bridges
Journal of Constructional Steel Research. 1989. DOI : 10.1016/0143-974X(89)90055-2.Default-reasoning in a bridge design system
1989. IFIP, Osaka.Effet de contraintes résiduelles sur le comportement de fissures de fatigue dans un assemblage soudé et traité
Construction métallique. 1988.Fatigue design of steel bridges
1988. p. 9/1 - 9/11.Computer-aided fatigue design of steel structures
1988. p. 267 - 274.Détermination de la profondeur et de la contrainte d'ouverture de fissures de fatigue dans des assemblages soudés
1988. p. 45 - 54.Determination of safety factors for fatigue assessments
1987. p. 371 - 378.Fatigue reliability : ECCS safety factors
Journal of Structural Engineering, ASCE. 1987. DOI : 10.1061/(ASCE)0733-9445(1987)113:3(623).ECCS Fatigue design recommendations
Welding Technology for Canada, Welding Institute of Canada. 1986.Applying fatigue research to engineering design
1986. The Behaviour of Short Fatigue Cracks, 1986. p. 15 - 26.Fracture mechanics in structural engineering
1986. p. 381 - 402.Changes in the fatigue life of plates with attachments due to geometrical effects
Welding Journal. 1986.Concepts du dimensionnement à la fatigue
Ingénieurs et architectes suisses. 1986. DOI : 10.5169/seals-75968.Residual stresses and fatigue strength improvement of welded connections
1985.Fatigue design concepts for structural engineers
1985. p. 547 - 555.Modèles de prévision et amélioration de la durée de vie d'éléments en acier soudés
Material + Technik. 1985.Cinq traitements visant à augmenter la résistance à la fatigue d'assemblages soudés
Technica. 1985.Detection and measurement of fatigue cracks in welded joints
1985. p. 789 - 795.A review of fatigue strength improvement methods
Revue canadienne de génie civil. 1985. DOI : 10.1139/l85-016.Steel fatigue
1984.Erhöhung der Ermüdungsfestigkeit geschweisster Verbindungen
Material + Technik. 1984.Fatigue design concepts
Périodica AIPC. 1984.Detection and measurement of fatigue cracks in fillet welded joints
1984. p. 789 - 795.Fatigue thresholds and improvement of welded connections
1984. p. 1773 - 1782.Closure behaviour of surface cracks
Fatigue and Fracture of Engineering Materials and Structures. 1983. DOI : 10.1111/j.1460-2695.1983.tb00339.x.Crack growth in a fillet welded joint
Engineering Fracture Mechanics. 1983. DOI : 10.1016/0013-7944(83)90130-3.Advances in defect assessment for fatigue
Metal Construction. 1982.Defects and crack shape development in fillet welded joints
Fatigue and Fracture of Engineering Materials and Structures. 1982. DOI : 10.1111/j.1460-2695.1982.tb01231.x.Measuring fatigue cracks in fillet welded joints
International Journal of Fatigue. 1982. DOI : 10.1016/0142-1123(82)90019-6.Fatigue life prediction of welded components based on fracture mechanics
Journal of Testing and Evaluation, ASTM. 1980.Doctorant·es actuel·les
A dirigé les thèses EPFL de
Ruth Stalker, Sandra Lloret Barrera, Pascal Kronenberg, Yvan Robert-Nicoud, Etienne Fest, Bernd Domer, Mohamed Elgawady, Francine Laferrière, Marco Viviani, Bernard Adam, Sandro Saitta, Daniele Posenato, Landolf-Giosef-Anastasios Rhode-Barbarigos, James-Alexandre Goulet, Irwanda Laory, Gaudenz Moser, Didier Vernay, Romain Pasquier, Nicolas Willy Veuve, Yves Reuland, Ann Christine Sychterz, Sai Ganesh Sarvotham Pai, Marco Proverbio, Numa Joy Bertola, Arka Prabhata Reksowardojo, Slah Drira
Cours
Communication for Research Engineers
Communication proficiency is one of the most important results of a good PhD and postdoc experience and it is valued equally in academia and in industry. EPFL PhD students and postdocs are expected to have excellent written, oral and graphic skills in order to transmit their ideas effectively.