Keyphrases
Adaptive Filter
7%
Ambient Vibration Data
12%
Base Excitation
20%
Base-isolated
16%
Base-isolated Building
11%
Bayesian Approach
9%
Bayesian Estimation
8%
Bayesian Inference
10%
Bayesian Methods
10%
Benzo
8%
Biofilter
8%
Biofiltration
11%
Boarding
26%
Bridge Column
10%
Building Systems
8%
Chile
14%
Civil Structures
23%
Covariance Matrix
8%
Damage Assessment
8%
Damage Detection
12%
Damage Identification
10%
Damage Prognostics
9%
Damping Ratio
9%
Direct Differentiation Method
8%
Distributed Plasticity
9%
Earthquake
19%
Earthquake Ground Motions
10%
Earthquake Motion
7%
Estimation Approaches
8%
Estimation Method
8%
Excitation Test
9%
Extended Kalman Filter
12%
Finite Element
11%
Finite Element Model
52%
Finite Element Model Updating
32%
Fixed Base
11%
Formaldehyde
10%
Fusarium Solani
8%
Highway Bridge
10%
Input Motion
9%
Invariant Parameters
8%
Isolator
11%
Low Amplitude
12%
Material Parameters
15%
Mechanics-based
15%
Metro Station
13%
Microscopic Simulation
10%
Modal Parameters
36%
Modal Properties
33%
Mode Shape
11%
Model Updating
11%
Modeling Uncertainty
8%
Multi-span
7%
Natural Frequency
11%
Noise Measurement
11%
Nonlinear Finite Element Method
52%
Nonlinear Finite Element Model Updating
36%
Nonlinear System Identification
8%
Nonstructural Components
31%
Nonstructural Systems
28%
Output-only
13%
Parameter Estimation
21%
Passenger Behavior
9%
Passenger Boarding
13%
Proposed Methodology
8%
Pyrene
8%
RC Buildings
11%
Reinforced Concrete Buildings
32%
Response Data
11%
Response Sensitivity
9%
San Diego
11%
Sand
8%
Santiago De Chile
11%
Sediment Resuspension
9%
Seismic Assessment
17%
Seismic Demand
8%
Seismic Excitation
11%
Seismic Input
7%
Seismic Performance
9%
Seismic Response
25%
Shaking Table
44%
Shaking Table Test
14%
Stochastic Filtering
7%
Story Construction
25%
Strong Motion Data
9%
Structural Finite Element Model
30%
Structural Response
11%
System Identification
20%
Three-dimensional (3D)
18%
Time-invariant
12%
Time-variant
7%
Toluene
9%
Traffic Management
8%
Two Dimensional
10%
Uncertainty Quantification
10%
University of California
11%
Unknown Materials
9%
Unscented Kalman Filter
38%
Unscented Kalman Filtering
9%
Volatile Organic Compounds
12%
Engineering
Ambient Vibration Test
5%
Analytical Model
6%
Basset Force
6%
Bayes Estimator
8%
Bayesian Approach
8%
Bayesian Model
10%
Bayesian Updating
6%
Biofilter
6%
Biofiltration
10%
Bridge Piers
7%
Building Energy Model
6%
Building System
8%
Compressed Air Motors
6%
Concrete Buildings
45%
Constitutive Model
14%
Construction Process
6%
Covariance Matrix
9%
Damage Assessment
7%
Damage State
7%
Damping Ratio ζ
15%
Delayed Ettringite Formation
6%
Direct Differentiation Method
6%
Dwell Time
6%
Dynamic Property
10%
Dynamic Response
7%
Dynamic Test
7%
Earthquake Engineering
5%
Energy Dissipation
5%
Energy Engineering
5%
Estimation Procedure
5%
Experimental Response
5%
Experimental Result
7%
Extended Kalman Filter
11%
Fem Model
6%
Fibre Reinforcement
6%
Filtration
22%
Finite Element Analysis
13%
Finite Element Modeling
100%
Flow Saturation
6%
Forced Vibration
5%
Full Scale
56%
Good Agreement
5%
Ground Movement
11%
Highway Bridges
13%
Illustrates
5%
Input Motion
11%
Internal Curing
6%
Joints (Structural Components)
7%
Kalman Filter
38%
Lifecycle
5%
Light Rail Transit
6%
Lightweight Aggregate
6%
Likelihood Function
6%
Material Model
9%
Material Parameter
16%
Measurement Noise
9%
Metro
24%
Modal Identification
6%
Modal Parameter
41%
Mode Shape
14%
Model Parameter
54%
Model Prediction
7%
Motion Data
9%
Non-Linear Dynamic
6%
Nonlinear Model
9%
Nonlinear System Identification
5%
Nonlinearity
5%
Numerical Model
10%
Parameter Estimation
32%
Prediction Capability
5%
Recursive
11%
Reinforced Concrete
53%
Resonant Frequency
14%
San Diego
14%
Seismic Behavior
6%
Seismic Design
9%
Seismic Performance
9%
Seismic Response
21%
Seismic Test
20%
Simulation Result
5%
Steel Frame
7%
Steel Rebar
10%
Story Building
30%
Structural Health Monitoring
5%
Structural Model
6%
Structural Response
9%
Structural System
7%
Systems Performance
6%
Test Program
12%
Test Protocol
9%
Test Specimen
7%
Thermal Building
6%
Time History
8%
Uncertainty Quantification
10%