Attenuation of light
Auscultation
Backscattering
Bayes’ rule
Bayesian decision analysis
Bayesian Inference
Bridge
Brillouin scattering
Calibration of safety factors
Coda Wave Interferometry (CWI)
Concrete
Constitutive soil model
Cross-correlation
Data collection
Data processing
Deterioration model
Discrete Element Method (DEM)
Distributed Optical Fiber Sensors (DOFS)
Environmental action
Extreme action
Extreme Value Theory (EVT)
Fatigue
Fatigue Design Factor/ Design Fatigue Factor (FDF/DFF)
Fatigue model
Fatigue of concrete
Fatigue reliability
Fatigue testing
Fiber Bragg Grating (FBG)
Gravity Based Foundation (GBF)
High Cycle Accumulation (HCA) model
Integrated dynamic analysis
Life cycle
Lifetime
Lifetime cyclic behavior
Localization and imaging by CWI
Mechanical Transfer Function (MTF)
Mixed Qualitative – Quantitative Analysis
Monitoring
Monitoring and auscultation
Monitoring concrete by CWI
Multi-Mode Fiber (MMF)
Multiplexing
Non Destructive Evaluation (NDE) or Non Destructive Testing (NDT)
Operational Modal Analysis (OMA)
Optical fiber
Optical Fiber Sensors (OFS)
Optical Time Domain Reflectometer (OTDR)
Optimal Maintenance Planning
Peaks-Over-Threshold (POT)
Probabilistic model
Qualitative Risk Analysis
Quantitative Risk Analysis
Raman scattering
Rayleigh scattering
RC-UHPFRC
Reinforced Ultra-High Performance Fibre Reinforced Concrete (R-UHPFRC)
Reliability
Reliability analysis
Reliability-based design
Risk
Risk Analysis
Risk Assessment (RA)
Risk-based Maintenance Planning
Scattering of elastic sound waves
Scattering of light beams
Sensor data fusion
Sensor signal
Single Mode Fiber (SMF)
S-N relation
Soil-Structure Interaction (SSI)
Spatial resolution
Structural Fatigue Reliability
Structural Health Monitoring (SHM)
Swept Wavelength Interferometry (SWI)
Traffic action
Total Internal Reflection (TIR)
Ultra-High Performance Fibre Reinforced Concrete (UHPFRC)
Ultrasonic
Value of information
Velocity Change
Wavelength
Wind action
Wind turbine
Wind turbine loads
