Engineering
Joints (Structural Components)
100%
Rectangular Hollow Section
67%
Eurocodes
52%
T-Joints
43%
Truss
42%
Optimisation Problem
41%
Sandwich Panel
39%
High Strength Steels
36%
Design Method
30%
Rotational Stiffness
26%
Stainless Steel
23%
Steel Beam
22%
Finite Element Analysis
20%
Steel Grade
19%
Safety Factor
18%
Axial Force
17%
Portal Frame
17%
Elevated Temperature
17%
Welds
17%
System Safety
16%
Mixed-Integer Linear Programming
16%
Heat Affected Zone
15%
Composite Beam
15%
Frame Structure
15%
Linear Program
15%
Temperature Distribution
15%
Steel Structure
15%
Initial Stiffness
13%
Hollow Section
13%
Optimality
13%
Shear Property
12%
Experimental Result
12%
Mineral Wool
12%
Constitutive Model
11%
Roof Truss
10%
Beam Element
10%
Axial Stiffness
10%
Structural System
10%
Experimental Investigation
10%
Steel Construction
9%
Residual Stress
9%
Cost Data
9%
Nonlinear Analysis
9%
Economical Design
9%
Loading Condition
9%
Shear Resistance
9%
Test Method
9%
Bearing Capacity
9%
Room Temperature
8%
Structural Application
8%
Keyphrases
In Fire
47%
Cold-formed
44%
Sandwich Panel
39%
T-joint
38%
Rectangular Hollow Section
36%
High Strength Steel
36%
Eurocode
35%
Trusses
27%
Steel Cellular Beams
23%
Stainless Steel
23%
Initial Rotational Stiffness
23%
Optimization Problem
23%
Truss
23%
Steel Grade
21%
Eurocode 3
20%
Safety Factor
18%
Direct Design Method
18%
Steel Beam
17%
Axial Force
17%
Elevated Temperature
17%
System Safety
16%
Buckling Length
16%
Rotational Stiffness
16%
Frame Structure
15%
Timber Composite Beam
15%
Heat Affected Zone
15%
Steel-timber Composite
15%
Temperature Distribution
15%
Compliant System
15%
Linear Programming Method
15%
Component Method
15%
Numerical Analysis
15%
Mixed Integer Linear Programming
15%
Discrete Sizing Optimization
15%
Initial Stiffness
15%
Portal Frame
15%
Mineral Wool
13%
Mixed Variable Formulation
13%
Roof Truss
12%
Imperfection
12%
Shear Resistance
11%
End-plate Connection
11%
Multi-criteria Optimization
11%
Beam Element
11%
S355
10%
Stiffness
10%
Warren Truss
10%
Panel Joint
10%
System-level Reliability
10%
Structural System
10%
