Keyphrases
Stainless Steel
100%
Steel I-section
75%
Transverse Loading
72%
Bolted Connection
62%
Bending Moment
60%
Friction Connection
58%
Design Equation
56%
Plastic Collapse Moment
50%
Rectangular Hollow Section
50%
Beam-column
50%
Friction
41%
Structural Effectiveness
37%
Web Slenderness
35%
Design Recommendations
33%
Cleat
33%
Numerical Analysis
30%
Transverse Force
29%
Reference Load
27%
Bearing Length
27%
Ultimate Load
27%
Capacity Prediction
27%
Numerical Derivation
25%
Bolted Steel Connection
25%
Pre-stressed Bolt
25%
Beam-to-column Connection
25%
Advanced Design
25%
Steel Members
25%
Numerical Determination
25%
Tubular Beam
25%
RHS Column
25%
Connection Components
25%
Moment-rotation
25%
Bolt Loosening
25%
Semi-flexible
25%
Testing Analysis
25%
Simplified Design Method
25%
Design Model
25%
Semi-rigid
25%
Design Procedure
25%
Structural Design
25%
Horizontal Line
25%
Materially Nonlinear Analysis
23%
Full Load
22%
Truss Girder
20%
Comprehensive Investigation
20%
Non-reversible
20%
Failure Mode
18%
Parametric Investigation
18%
Design Provisions
18%
Welded I-sections
18%
Engineering
Stainless Steel
100%
Rectangular Hollow Section
75%
Collapse Load
50%
Internals
50%
Slenderness
44%
Bolted Connection
42%
Bending Moment
40%
Experimental Result
38%
Steel Construction
33%
Transverse Force
29%
Bearing Length
27%
Column Connection
25%
Design Model
25%
Design Equation
25%
Numerical Study
25%
Experimental Investigation
25%
Nonlinear Analysis
23%
Beams and Girders
20%
Design Provision
18%
I-Section Beam
18%
Modeling Study
18%
Failure Mode
18%
Fem Model
18%
Buckling Load
17%
Steel Grade
16%
Field Mode
12%
Deformation Field
12%
Austenitic Stainless Steel
12%
Welding
12%
Nonlinearity
12%
Test Result
12%
Steel Structure
12%
Loading Condition
12%
Structural Behavior
12%
Plane Deformation
12%
Numerical Data
12%
Structural Steel
9%
Large Deformation
9%
Collapse Mechanism
9%
Numerical Methods
9%
Numerical Analysis
9%
Peak Value
8%
Design Guidance
8%
Elastic Moment
8%
Connection Design
8%
Economical Design
8%
Span Beam
8%
Reliability Analysis
8%
Parametric Study
8%
Finite Element Modeling
8%