Keyphrases
Finite Element Formulation
100%
Finite Element
66%
General Shape
57%
Thickness-shear Mode
51%
Shear Deformation
51%
Moderately Thick Shell
42%
Hagia Sophia
28%
Finite Element Analysis
28%
Dynamic Analysis
28%
Multi-story
28%
Reinforced Concrete Buildings
28%
Re-entrant Corner Irregularity
28%
ACI 318
28%
Eurocode
28%
Shell Element
21%
Structural Behavior
21%
Consistent Mass Matrix
21%
Rotatory Inertia
21%
Inertia Effect
21%
Wilson Plot Method
21%
American Code
19%
Ground Floor
19%
Negative Gaussian Curvature
14%
Hyperboloid
14%
Free Vibration Analysis
14%
Shell Analysis
14%
Degrees of Freedom
14%
Shear Locking Problem
14%
Moderately Thick Plates
14%
Thickness Effect
14%
Thin Plate
14%
Cooling Tower
14%
Static Analysis
14%
Istanbul
14%
Thick Shell
14%
Isoparametric
14%
Numerical Examples
11%
Mindlin Plate
9%
Shear Locking
9%
Check Codes
9%
Design Check
9%
Second-order Effects
9%
Seismic Force
9%
Economic Solutions
9%
Design Steps
9%
Design Codes
9%
Ground Reinforcement
9%
Equivalent Lateral Force Method
9%
American Standard
9%
Structural Codes
9%
Engineering
Finite Element Formulation
100%
Shear Deformation
71%
Nodes
66%
Consistent Mass Matrix
42%
Inertia Effect
42%
Shell Element
35%
Degree of Freedom
28%
Integration Method
28%
Eurocodes
28%
Concrete Buildings
28%
Reinforced Concrete
28%
Shear Walls
28%
Ground Floor
19%
Noded Element
19%
Ground Movement
16%
Free Vibration Analysis
14%
Static Analysis
14%
Gaussians
14%
Shear Locking
14%
Thin Plate
14%
Thick Plate
14%
Finite Element Modeling
14%
Supporting System
14%
Dimensional Model
14%
Linear Finite Element
14%
Two Dimensional
14%
Motion Data
14%
Earthquake Loading
14%
Numerical Methods
14%
Vibration Analysis
14%
Good Result
14%
Solution Technique
14%
Hamilton's Principle
14%
Tower
14%
Tall Buildings
14%
Seismic Performance
14%
Axial Force
12%
Numerical Example
11%
Lateral Loads
11%
Plate Bending
9%
Mindlin Plate
9%
Design Check
9%
Structural Model
9%
Shear Force
9%
Design Step
9%
Similarities
9%
Design Code
9%
Safe Design
9%
Base Shear
9%
Rise Building
8%