Keyphrases
ABAQUS
36%
Alternative Algorithms
28%
Analytical Formula
40%
Arch Slenderness
28%
Artificial Dynamics
28%
Beam-to-column Connection
45%
Buckling Analysis
28%
Buckling Load
42%
Circular Steel Arch
57%
Column Base
71%
Column Loss
66%
Composite Beam
33%
Composite Floor
57%
Connector Element
33%
Cutout
100%
Cylindrical Shell
35%
Cylindrical Steel Shell
28%
Damage-free
85%
Design Procedure
50%
Dynamic Response
47%
Dynamic Wind
28%
Elastic Shear Buckling
28%
Failure Mode
33%
Free Behavior
32%
Friction Unit
85%
Geometric Imperfection
28%
Geometric Nonlinearity
50%
GMNIA
28%
Hollow Circular Cross-section
57%
In-plane Behavior
28%
Inelastic Effects
28%
Initial Imperfection
35%
Linear Buckling
28%
Moment Resisting Frames
42%
Nonlinear Behavior
38%
Nonlinear Dynamic Analysis
74%
Numerical Evaluation
28%
Numerical Simulation
30%
Post-tensioned Beam
35%
Progressive Collapse
57%
Progressive Collapse Resistance
66%
Reinforced Cutout
28%
Rise-to-span Ratio
28%
Seismic-resistant
47%
Self-centering
68%
Steel Buildings
42%
Steel Column Base
85%
Steel Structures
28%
Wind Action
28%
Wind Turbine Tower
85%
Engineering
Acceptance Criterion
28%
Analytical Model
19%
Architectural Design
28%
Beam-Column
80%
Boundary Condition
19%
Buckling Analysis
28%
Buckling Load
38%
Buckling Strength
16%
Circular Cross Section
57%
Civil Engineering
28%
Column Base
57%
Column Connection
42%
Composite Beam
47%
Composite Floor
57%
Compressed Air Motors
85%
Computer Simulation
32%
Cylindrical Shell
42%
Degree of Freedom
28%
Design Guideline
28%
Design Procedure
15%
Dynamic Response
66%
Experimental Investigation
28%
Experimental Result
72%
Failure Criterion
38%
Failure Mode
47%
Finite Element Analysis
56%
Finite Element Modeling
20%
Floor Slab
38%
Formed Steel
28%
Freedom System
19%
Initial Imperfection
24%
Modification Factor
14%
Non-Linear Dynamic
42%
Nonlinear Analysis
35%
Nonlinear Behavior
47%
Nonlinearity
23%
Numerical Analysis
28%
Numerical Methods
28%
Resistant Steel
57%
Shear Connector
28%
Simplified Method
28%
Single Degree
28%
Slenderness
96%
Solid Element
28%
Steel Arch
57%
Steel Frame
17%
Steel Shell
28%
Steel Structure
28%
Stress Concentration
20%
Structural Design
28%