Keyphrases
Finite Element Model
100%
Distributed Plasticity
100%
Unscented Kalman Filter
100%
Material Parameter Estimation
100%
Nonlinear Finite Element Method
66%
Ground Motion
33%
Damage Identification
33%
Mechanics-based
33%
Proposed Methodology
33%
Filter Method
33%
Two Dimensional
33%
Material Parameters
33%
Nonlinear Stochastic Filter
33%
Unknown Materials
33%
Hysteretic Finite Element
33%
Steel Frame
33%
Beam-column Element
33%
Time-invariant
33%
Loma Prieta Earthquake
33%
Input-output Data
33%
Earthquake Events
33%
Invariant Parameters
33%
Updating Model
33%
Accurate Estimation
33%
Advanced Mechanics
33%
Fiber Section
33%
Inelastic Material Model
33%
Steel Moment-resisting Frame
33%
Engineering
Finite Element Modeling
100%
Material Parameter
100%
Kalman Filter
100%
Parameter Estimation
100%
Filtration
20%
Column Element
20%
Two Dimensional
20%
Material Model
20%
Steel Frame
20%
Beam-Column
20%
Section Beam
20%
Recorded Ground Motion
20%
Inelastic Material
20%
Loma Prieta Earthquake
20%
Output Data
20%
Fiber Section
20%