Keyphrases
Ambient Vibration Data
11%
Base Excitation
19%
Base-isolated
16%
Base-isolated Building
10%
Bayesian Approach
9%
Bayesian Estimation
11%
Bayesian Inference
10%
Bayesian Methods
11%
Benzo
7%
Biofilter
8%
Biofiltration
10%
Boarding
25%
Bridge Column
10%
Bridge pier
8%
Building Systems
8%
Chile
13%
Civil Structures
26%
Covariance Matrix
8%
Damage Assessment
7%
Damage Detection
11%
Damage Identification
13%
Damage Prognostics
8%
Damping Ratio
9%
Direct Differentiation Method
8%
Distributed Plasticity
8%
Earthquake
18%
Earthquake Ground Motions
9%
Estimation Approaches
10%
Estimation Method
7%
Excitation Test
9%
Extended Kalman Filter
11%
Finite Element
14%
Finite Element Model
54%
Finite Element Model Updating
31%
Fixed Base
10%
Formaldehyde
9%
Fusarium Solani
8%
Highway Bridge
10%
Input Excitation
8%
Input Motion
9%
Input-output
7%
Invariant Parameters
7%
Isolator
11%
Low Amplitude
11%
Material Parameters
14%
Mechanics-based
15%
Metro Station
13%
Microscopic Simulation
10%
Modal Parameters
35%
Modal Properties
32%
Mode Shape
10%
Model Updating
11%
Modeling Uncertainty
8%
Multi-span
7%
Natural Frequency
11%
Noise Measurement
13%
Nonlinear Finite Element Method
53%
Nonlinear Finite Element Model Updating
38%
Nonlinear System Identification
8%
Nonstructural Components
30%
Nonstructural Systems
28%
Output-only
13%
Parameter Estimation
21%
Passenger Behavior
9%
Passenger Boarding
13%
Proposed Methodology
8%
Pyrene
7%
RC Buildings
11%
Reinforced Concrete Buildings
31%
Response Data
11%
Response Sensitivity
12%
San Diego
10%
Sand
8%
Santiago De Chile
11%
Sediment Resuspension
9%
Seismic Assessment
16%
Seismic Demand
7%
Seismic Excitation
10%
Seismic Performance
9%
Seismic Response
24%
Shaking Table
42%
Shaking Table Test
14%
Stochastic Filtering
7%
Story Construction
25%
Strong Motion Data
9%
Structural Finite Element Model
30%
Structural Health Monitoring
10%
Structural Response
10%
System Identification
20%
Three-dimensional (3D)
17%
Time-invariant
13%
Toluene
9%
Traffic Management
7%
Two Dimensional
9%
Uncertainty Quantification
10%
University of California
10%
Unknown Materials
9%
Unscented Kalman Filter
37%
Unscented Kalman Filtering
9%
Volatile Organic Compounds
11%
Engineering
Ambient Vibration Test
5%
Analytical Model
6%
Basset Force
6%
Bayes Estimator
11%
Bayesian Approach
8%
Bayesian Model
9%
Bayesian Updating
6%
Biofilter
6%
Biofiltration
10%
Bridge Piers
7%
Building Energy Model
6%
Building System
8%
Compressed Air Motors
6%
Concrete Buildings
44%
Constitutive Model
13%
Construction Process
6%
Covariance Matrix
9%
Damage Assessment
7%
Damage State
7%
Damping Ratio ζ
14%
Delayed Ettringite Formation
6%
Direct Differentiation Method
6%
Dwell Time
6%
Dynamic Property
10%
Dynamic Response
8%
Dynamic Test
6%
Earthquake Engineering
5%
Energy Engineering
5%
Estimation Procedure
5%
Experimental Result
6%
Extended Kalman Filter
11%
Fem Model
7%
Fibre Reinforcement
6%
Filtration
21%
Finite Element Analysis
15%
Finite Element Modeling
100%
Flow Saturation
6%
Forced Vibration
5%
Full Scale
54%
Good Agreement
5%
Ground Movement
10%
Highway Bridges
13%
Illustrates
5%
Input Motion
11%
Internal Curing
6%
Joints (Structural Components)
6%
Kalman Filter
37%
Lifecycle
5%
Light Rail Transit
6%
Lightweight Aggregate
6%
Likelihood Function
6%
Material Model
8%
Material Parameter
15%
Maximum Likelihood Estimation
5%
Measurement Noise
10%
Metro
23%
Modal Identification
6%
Modal Parameter
39%
Mode Shape
13%
Model Parameter
55%
Model Prediction
6%
Motion Data
9%
Non-Linear Dynamic
6%
Nonlinear Model
9%
Nonlinearity
5%
Numerical Model
10%
Parameter Estimation
31%
Recursive
10%
Reinforced Concrete
51%
Resonant Frequency
14%
San Diego
14%
Seismic Behavior
6%
Seismic Design
8%
Seismic Performance
9%
Seismic Response
20%
Seismic Test
19%
Simulation Result
5%
Steel Frame
7%
Steel Rebar
10%
Story Building
29%
Structural Health Monitoring
6%
Structural Model
5%
Structural Response
8%
Structural System
7%
Systems Performance
6%
Test Program
12%
Test Protocol
9%
Test Specimen
7%
Thermal Building
6%
Time History
8%
Uncertainty Quantification
10%