Keyphrases
Energy Dissipation
100%
Single-degree-of-freedom System
100%
Damage Control
100%
Trilinear
100%
Control Building
100%
Energy Factor
100%
Near-fault Earthquake
100%
Near-fault Earthquake Ground Motion
42%
Empirical Expression
28%
Building Structure
14%
Hysteretic Behavior
14%
Influential Parameters
14%
Nonlinear Dynamic Analysis
14%
Energy Balance
14%
Input Excitation
14%
Spectral Analysis
14%
Ground Motion
14%
Control Structure
14%
Kinematic Model
14%
Deformation Range
14%
Factor Demand
14%
Inelastic Deformation
14%
Seismic Energy
14%
Preliminary Design Stage
14%
Post-yield Stiffness
14%
Hysteretic Parameters
14%
Statistical Investigation
14%
Near-fault Ground Motion
14%
Seismic Demand
14%
Hysteretic Law
14%
Engineering
Degree of Freedom
100%
Freedom System
100%
Energy Dissipation
100%
Single Degree
100%
Damage Control
100%
Ground Movement
83%
Test Result
16%
Control Structure
16%
Stiffness Ratio
16%
Rationality
16%
Preliminary Design Phase
16%
Non-Linear Dynamics
16%
Kinematic Model
16%