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Numerical Modeling
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T-section
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Cross-section Slenderness
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AISC 360
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Q690 Steel
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Numerical Design
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Design Codes
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Finite Element Model
66%
Numerical Results
33%
Material Properties
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Numerical Data
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Local Buckling
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Failure Mode
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Imperfection Measurements
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Performance Data
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Structural Performance
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Numerical Investigation
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Current Limiting
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Coupons
33%
Buckling Design
33%
Limit Set
33%
Thick Plate
33%
Stub Column Tests
33%
Slenderness Limit
33%
Column Behavior
33%
Design Provisions
33%
Capacity Prediction
33%
Cross-section Capacity
33%
Local Geometric Imperfection
33%
Gas Metal Arc Welding
33%
Loading Stubs
33%
Material Property Identification
33%
Engineering
T Section
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Numerical Modeling
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Cross Section
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High Strength Steels
100%
Design Code
50%
Slenderness
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Finite Element Modeling
50%
Local Buckling
25%
Structural Performance
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Test Result
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Parametric Study
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Design Provision
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Section Capacity
25%
Current Limit
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Test Column
25%
Slenderness Limit
25%
Broad Range
25%
Gas Metal Arc Welding
25%
Parent Plate
25%
Performance Data
25%
Design Method
25%
Failure Mode
25%
Limit Set
25%
Numerical Data
25%
Thick Plate
25%