Keyphrases
Beam-to-column Connection
100%
Self-centering
100%
Shape Memory Alloy Bar
100%
Timber Beam
100%
Energy Dissipation Capacity
37%
Cyclic Behavior
25%
Self-powered
25%
Timber Connections
25%
Stiffness
12%
Material Properties
12%
Cyclic Loading Test
12%
Finite Element Model
12%
Beam-column
12%
Coupler
12%
Seismic Events
12%
Novel Types
12%
Steel Bar
12%
Cyclic Load
12%
Repair Work
12%
Drift Ratio
12%
Self-centering Connection
12%
Bar Steel
12%
Flag-shaped Hysteretic Behavior
12%
Column Material
12%
Anchor Bar
12%
Connection Properties
12%
Engineering
Column Connection
100%
Shape Memory Alloy
100%
Beam-Column
100%
Energy Dissipation
60%
Numerical Study
40%
Experimental Result
20%
Cyclic Loads
20%
Steel Bar
20%
Repair Work
20%
Column Material
20%
Finite Element Modeling
20%
Cyclic Loading
20%
Material Science
Timber
100%
Shape Memory Effect
100%
Cyclic Loads
14%
Materials Property
14%
Finite Element Modeling
14%