Engineering
Boundary Condition
100%
Modified Couple Stress
54%
Buckling Behavior
53%
State Space Approach
46%
Cylindrical Shell
44%
Buckling Load
44%
Porosity
41%
Dependent Behavior
38%
Quadrature Method
34%
Shear Deformation
33%
Free Vibration
32%
Classical Boundary Condition
32%
Critical Buckling Load
32%
Composite Cylindrical Shell
32%
Deformation Theory
30%
Directional
27%
Laminated Beam
27%
Free Vibration Analysis
27%
Mechanical Load
27%
Thermal Load
27%
Resonant Frequency
26%
Finite Element Modeling
25%
Hamilton's Principle
23%
Aspect Ratio
23%
Finite Element Analysis
23%
Geometric Parameter
22%
Mode Shape
22%
Nodes
20%
Order Shear Deformation Theory
20%
Vibration Analysis
20%
Fundamental Frequency
19%
Diaphragm
18%
Buckling Mode
18%
Elastic Support
18%
Knock-down Factor
18%
Sandwich Plate
16%
Design Factor
16%
Axial Compression
16%
Abaqus
16%
Equilibrium Condition
15%
Floating Offshore Wind Turbine
13%
Hydrogen Storage
13%
Storage System
13%
Scale Analysis
13%
Strain Gradient
13%
Mixed Formulation
13%
Displacement Field
13%
Flexural Behavior
13%
Frequency Analysis
13%
Static Analysis
13%
Anisotropic
13%
Design Consideration
13%
Classical Beam Theory
13%
Compressive Loading
11%
Functionally Graded Material
11%
Radial Direction
11%
Material Parameter
11%
Thickness Direction
10%
Material Distribution
10%
Bending Vibration
9%
Scale Parameter
9%
Length Scale
9%
Power Law Index
9%
Global Mode
9%
Detrimental Effect
9%
Coupling Effect
9%
Order Differential Equation
7%
Temperature Distribution
7%
Compression Load
7%
Global Buckling
7%
Beam Element
6%
Material Composition
6%
Property Ratio
6%
Mechanical Property
6%
Numerical Example
6%
Transverse Force
6%
Simply Supported Boundary Condition
6%
Lagrange Multiplier Method
6%
Poisson Ratio
6%
Strain Energy
6%
Beam Depth
6%
Channelling
6%
Axial Force
6%
Simply Supported Beam
6%
Deformation Field
6%
Rule of Mixture
6%
Third-Order Theory
6%
Closed Form
6%
Composite Beam
6%
Rectangular Plate
6%
Simply Supported Edge
6%
Axial Deformation
6%
Renewable Energy
5%
Semisubmersibles
5%
Local Buckling
5%