Keyphrases
Mixed Finite Elements
100%
Mixed FEM
85%
Dynamic Analysis
74%
Free Vibration Analysis
60%
Rotary Inertia
58%
Helicoid
51%
Reissner Plate
51%
Pasternak Foundation
46%
Timoshenko Beam Theory
42%
Variational Derivative
34%
Buckling Load
34%
Finite Difference Method
34%
Forced Vibration Analysis
34%
Shear Locking
34%
Degrees of Freedom
34%
Straight Beam
33%
Numerical Examples
31%
Bending Moment
31%
Thick Plate
30%
Linear Viscoelasticity
28%
Natural Frequency
28%
Torsional Rigidity
28%
Benchmark Instances
27%
Numerical Results
27%
Cylindrical Helix
25%
Numerical Techniques
25%
Mixed Element
25%
Dynamic Behavior
25%
Conical Helix
25%
Helix
25%
Winkler Foundation
25%
Curved Elements
25%
Parametric Analysis
22%
Torsional Moment
22%
Element-by-element
22%
Laplace Space
21%
Lagrange multiplier Method
21%
Levinson Algorithm
18%
Elliptical Cones
17%
Geometrically Exact
17%
Thick Sandwich
17%
Viscoelastic Foundation
17%
Internal Boundary
17%
Rectangular Element
17%
Non-circular Cross Section
17%
Plate on Elastic Foundation
17%
Hyperboloid
17%
Number of Elements
17%
Sec24
17%
Non-circular
17%
Engineering
Finite Element Formulation
80%
Finite Element Analysis
73%
Free Vibration Analysis
65%
Rotary Inertia
64%
Degree of Freedom
42%
Rod
40%
Rigidity
37%
Buckling Load
34%
Vibration Analysis
34%
Thick Plate
34%
Nodes
34%
Shear Force
34%
Forced Vibration
34%
Finite Difference Method
34%
Numerical Example
31%
Resonant Frequency
31%
Cross Section
28%
Dynamic Behavior
25%
Parametric Analysis
25%
Shear Locking
25%
Boundary Condition
25%
Circular Cross Section
21%
Laplace Space
21%
Plate Theory
17%
Approximate Solution
17%
End Support
17%
Numerical Technique
17%
Composite Beam
17%
Circular Beam
17%
Element Matrix
17%
Laplace Domain
17%
Functionals
17%
Bending Moment
17%
Axial Force
17%
Parametric Study
17%
Transient Analysis
17%
Laplace Transform
17%
Lagrange Multiplier Method
17%
Free Vibration
17%
Rectangular Cross Section
14%
Time Domain
14%
Cross-Sectional Warping
14%
Material Parameter
12%
Material Constant
11%
Dynamic Boundary Condition
8%
Rectangular Element
8%
Force Condition
8%
Consistent Mass Matrix
8%
Beam Element
8%
Beam Structure
8%