Engineering
Shape Memory Alloy
100%
Coped Beam
92%
Test Result
91%
Energy Dissipation
86%
Steel Frame
70%
High Strength Steels
61%
Numerical Study
61%
Finite Element Analysis
53%
Energy Engineering
51%
Bolted Connection
47%
Damage Control
41%
Failure Mode
40%
Construction Worker
35%
Shear Strength
34%
Buckling Strength
32%
Tensiles
30%
Parametric Study
29%
Steel Plate
26%
Humid Environment
26%
Column Connection
25%
Gusset Plate
24%
Test Specimen
24%
Ground Movement
23%
Test Data
23%
Heat Stress
23%
Steel Beam
23%
Finite Element Modeling
22%
Buckling Behavior
22%
Degree of Freedom
22%
Design Equation
21%
Clip Angle
21%
Single Degree
21%
Shear Property
20%
Full-Scale Test
19%
Fatigue Life
17%
Cyclic Loading
17%
Local Buckling
17%
Freedom System
17%
Tension Member
16%
Safety Performance
16%
Experimental Investigation
16%
Seismic Performance
15%
Low Cycle Fatigue
15%
Stress-Intensity Factor
15%
Steel Structure
14%
Aspect Ratio
14%
Full Scale
14%
Structural Steel
14%
Structural Behavior
14%
Good Agreement
13%
Keyphrases
Shape Memory Alloy
69%
Coped Beams
65%
Local Web Buckling
59%
Block Shear
53%
Self-centering
41%
High Strength Steel
40%
Damage Control
35%
Bolted Connection
35%
Hong Kong
34%
Block Shear Strength
33%
Steel Moment-resisting Frame
32%
Construction Workers
31%
Finite Element Analysis
30%
Failure Mode
30%
Steel Frame
29%
Seismic Demand
28%
Buckling Strength
27%
Energy Dissipation
26%
Finite Element Model
25%
Q690 Steel
24%
Energy Dissipation Bay
24%
Energy Factor
23%
Steel Angle
23%
Hot Environment
21%
Humid Environment
20%
Gusset Plate
20%
Beam-to-column Connection
20%
Gusset Plate Connection
19%
High Strength Steel Frame
19%
Steel I-beam
19%
Full-scale Test
19%
Steel Beam
19%
Design Equation
19%
Reinforced
19%
Physiological Strain
18%
Damper
17%
Safety Performance
17%
Clip-angle Connection
17%
Ultimate Strength
17%
Steel Plate
16%
Earthquake Motion
16%
Cyclic Loading
16%
Heat Stress
16%
Construction Industry
16%
Prototype Structure
15%
Structural Seismic
15%
Shape Memory Alloy Plate
15%
Self-centering Connection
15%
Tension Member
15%
Clip Angle
15%