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Keyphrases
Ambient Vibration Data
11%
Base Excitation
19%
Base-isolated
15%
Base-isolated Building
10%
Bayesian Approach
8%
Bayesian Estimation
11%
Bayesian Inference
9%
Bayesian Methods
11%
Benzo
7%
Biofiltration
9%
Boarding
27%
Bridge Column
11%
Bridge pier
9%
Building Systems
7%
Bus Stop
8%
Chile
15%
Chilean
11%
Civil Structures
28%
Covariance Matrix
8%
Damage Assessment
7%
Damage Detection
12%
Damage Identification
13%
Damage Prognostics
9%
Damping Ratio
9%
Direct Differentiation Method
8%
Distributed Plasticity
8%
Earthquake
19%
Earthquake Ground Motions
12%
Estimation Approaches
10%
Excitation Test
9%
Extended Kalman Filter
11%
Finite Element
14%
Finite Element Model
53%
Finite Element Model Updating
30%
Fixed Base
10%
Formaldehyde
9%
Highway Bridge
10%
Input Excitation
8%
Input Motion
8%
Invariant Parameters
8%
Isolator
11%
London Underground
7%
Low Amplitude
11%
Material Constitutive Model
7%
Material Parameters
15%
Mechanics-based
15%
Metro
14%
Metro Station
14%
Microscopic Simulation
9%
Modal Parameters
34%
Modal Properties
31%
Mode Shape
10%
Model Updating
10%
Modeling Uncertainty
8%
Multi-span
10%
Natural Frequency
11%
Noise Measurement
15%
Nonlinear Finite Element Method
51%
Nonlinear Finite Element Model Updating
40%
Nonlinear System Identification
9%
Nonstructural Components
29%
Nonstructural Systems
27%
Output-only
13%
Parameter Estimation
20%
Passenger Behavior
13%
Passenger Boarding
17%
Platform Train Interface
8%
Proposed Methodology
8%
Pyrene
7%
RC Buildings
11%
Reinforced Concrete Buildings
30%
Response Data
10%
Response Sensitivity
12%
San Diego
10%
Sand
8%
Santiago De Chile
11%
Sediment Resuspension
9%
Seismic Assessment
16%
Seismic Demand
8%
Seismic Excitation
10%
Seismic Performance
9%
Seismic Response
24%
Shaking Table
41%
Shaking Table Test
13%
Story Construction
24%
Strong Motion Data
9%
Structural Finite Element Model
29%
Structural Health Monitoring
11%
Structural Response
10%
System Identification
19%
Three-dimensional (3D)
16%
Time-invariant
14%
Toluene
9%
Two Dimensional
9%
Uncertainty Quantification
10%
University of California
10%
Unknown Materials
9%
Unscented Kalman Filter
36%
Volatile Organic Compounds
11%
Wind Turbine Blade
8%
Engineering
Ambient Vibration Test
5%
Analytical Model
6%
Basset Force
6%
Bayes Estimator
11%
Bayesian Approach
8%
Bayesian Model
9%
Bayesian Updating
6%
Biofiltration
9%
Bridge Piers
5%
Building System
8%
Compressed Air Motors
9%
Concrete Bridges
5%
Concrete Buildings
43%
Constitutive Model
14%
Construction Process
6%
Covariance Matrix
8%
Damage Assessment
6%
Damage State
7%
Damping Ratio ζ
14%
Delayed Ettringite Formation
6%
Direct Differentiation Method
6%
Dwell Time
6%
Dynamic Property
9%
Dynamic Response
7%
Dynamic Test
6%
Earthquake Engineering
5%
Energy Engineering
5%
Experimental Result
6%
Extended Kalman Filter
10%
Fem Model
6%
Fibre Reinforcement
6%
Filtration
17%
Finite Element Analysis
14%
Finite Element Modeling
100%
Flow Saturation
6%
Forced Vibration
5%
Full Scale
52%
Good Agreement
5%
Ground Movement
13%
Highway Bridges
15%
Illustrates
6%
Input Motion
11%
Internal Curing
6%
Joints (Structural Components)
6%
Kalman Filter
36%
Lifecycle
5%
Light Rail Transit
6%
Lightweight Aggregate
6%
Likelihood Function
6%
Material Model
8%
Material Parameter
16%
Maximum Likelihood Estimation
5%
Measurement Noise
11%
Metro
31%
Modal Identification
6%
Modal Parameter
38%
Mode Shape
13%
Model Parameter
52%
Model Prediction
6%
Motion Data
9%
Non-Linear Dynamic
6%
Nonlinear Model
9%
Nonlinear System Identification
5%
Numerical Model
10%
Parameter Estimation
27%
Recursive
10%
Reinforced Concrete
52%
Resonant Frequency
13%
Road
8%
San Diego
13%
Seismic Behavior
6%
Seismic Design
8%
Seismic Performance
9%
Seismic Response
20%
Seismic Test
18%
Simulation Result
5%
Steel Frame
7%
Steel Rebar
9%
Story Building
28%
Structural Health Monitoring
7%
Structural Model
5%
Structural Response
8%
Structural System
7%
Systems Performance
6%
Test Program
12%
Test Protocol
9%
Test Specimen
7%
Time History
10%
Uncertainty Quantification
10%