Keyphrases
ACI 318
14%
American Code
9%
Analytical Method
7%
Consistent Mass Matrix
21%
Cooling Tower
14%
Degrees of Freedom
14%
Dynamic Analysis
28%
Dynamic Characteristics
7%
Edifice
7%
Eurocode
14%
Finite Element
66%
Finite Element Analysis
28%
Finite Element Formulation
100%
Free Vibration Analysis
14%
General Shape
57%
Ground Floor
9%
Hagia Sophia
28%
Hyperboloid
14%
Inertia Effect
21%
Isoparametric
14%
Istanbul
14%
Load Carrying
7%
Mindlin Plate
9%
Minimum Potential Energy Principle
7%
Moderately Thick Plates
14%
Moderately Thick Shell
42%
Multi-story
14%
Negative Gaussian Curvature
14%
Number of Elements
7%
Numerical Examples
11%
Numerical Methods
7%
Re-entrant Corner Irregularity
14%
Reinforced Concrete Buildings
14%
Rotatory Inertia
21%
Shear Deformation
51%
Shear Locking
9%
Shear Locking Problem
14%
Shell Analysis
14%
Shell Element
21%
Static Analysis
14%
Static Loading
7%
Step-by-step Integration Method
7%
Structural Behavior
21%
Thick Shell
14%
Thickness Effect
14%
Thickness-shear Mode
51%
Thin Plate
14%
Two Dimensional Model
7%
Vibration Analysis
7%
Wilson Plot Method
21%
Engineering
Concrete Buildings
14%
Consistent Mass Matrix
28%
Degree of Freedom
21%
Dimensional Model
14%
Earthquake Loading
14%
Element Shape Function
7%
Eurocodes
14%
Finite Element Formulation
100%
Finite Element Method
78%
Finite Element Modeling
14%
Finite Element Solution
7%
Free Vibration Analysis
14%
Gaussians
14%
Good Result
7%
Ground Floor
9%
Ground Movement
14%
Hamilton's Principle
7%
Inertia Effect
28%
Integration Method
21%
Linear Finite Element
14%
Mindlin Plate
9%
Minimum Potential Energy
7%
Motion Data
14%
Noded Element
11%
Nodes
52%
Numerical Example
11%
Numerical Methods
7%
Plate Bending
9%
Potential Energy
7%
Reinforced Concrete
14%
Shear Deformation
57%
Shear Locking
14%
Shell Element
28%
Solution Technique
7%
Static Analysis
14%
Static Loading
7%
Strain Energy
7%
Stress Concentration
7%
Structural Load
7%
Supporting System
14%
Thick Plate
14%
Thin Plate
14%
Two Dimensional
14%
Vibration Analysis
7%
