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Keyphrases
Design Procedure
100%
Performance-based
100%
Hybrid Steel
100%
Damage Control Design
100%
Energy Dissipation Bay
100%
Steel Moment-resisting Frame
100%
Damage Control
50%
Controlling Behavior
50%
Post-yield Stiffness
25%
Numerical Model
12%
Design Strategy
12%
Design Methodology
12%
Earthquake
12%
Hysteretic Model
12%
Kinematics
12%
Energy Balance
12%
Bilinear
12%
Energy Balance Equation
12%
Plastic Damage
12%
Seismic Response
12%
Structural Damage
12%
Single-degree-of-freedom System
12%
Ground Motion
12%
Design philosophy
12%
Earthquake Ground Motions
12%
Nonlinear Time History Analysis
12%
Pushover Analysis
12%
Quasi-static Test
12%
Prototype Structure
12%
Seismic Design
12%
Residual Deformation
12%
Seismic Energy
12%
Post-earthquake
12%
Iterative Design
12%
Proposed Methodology
12%
Engineering
Design Procedure
100%
Energy Dissipation
100%
Control Design
100%
Damage Control
100%
Test Result
25%
Stiffness Ratio
25%
Ground Movement
25%
Structural Damage
12%
Degree of Freedom
12%
Freedom System
12%
Single Degree
12%
Energy Balance Equation
12%
Seismic Response
12%
Nonlinear Response
12%
Test Program
12%
Pushover Analysis
12%
Quasistatic Test
12%
Numerical Model
12%
Seismic Design
12%