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- Classification of Tanks According to Support Condition
- Main Characteristics of the Analysis of On-Ground Liquid Storage Tanks
- Elephant Foot Buckling
- Diamond Shape Buckling
- Nodal Coordinate System
- Lamina Coordinate System
- The Relationship Between the Coordinate Systems
- Coordinate Systems for Plane Shell Elements
- Finite Rotation of the Fiber Direction
- Geometric Update Error
- Linear and Nonlinear Deflection of a Circular Plate
- Linear and Nonlinear Deflection of an Infinitely Long Plate
- Linear and Nonlinear Buckling of a Hinged-Hinged Column
- Large Deflection and Rotation Analysis of a Beam Column
- Large Deflection and Rotation Analysis of a Beam Column: Force-Deflection Curve
- Large Deflection and Rotation Analysis of a Beam Column: Response Time History
- Linear Vibration of a Beam
- Linear Analysis of a Curved Cantilever
- Linear and Nonlinear Deflection of a Square Plate
- Geometry of a General Contact Problem
- Single Body Contact
- Discretization Error in the Modeling of Some Contact Problems
- Geometry of Sticking Contact Condition
- Geometry of Sliding Contact Condition
- Closest Point Projection
- Elastic Beam on Rigid Foundation
- Elastic Beam on Rigid Foundation: Deformation
- Elastic Beam on Rigid Foundation: Contact Pressure
- Elastic Beam on Rigid Foundation: Contact Length
- Elastic Beam on Rigid Foundation: Support Reaction
- Contact of Two Flexible Trusses
- Contact of Two Flexible Trusses: Nodal Horizontal Displacement
- Contact of Two Flexible Trusses: Nodal Vertical Displacement
- Contact of Two Flexible Trusses: Contact Forces at Node 2
- The Finite Element Model Used for the Plate
- Uplift Displacement vs Uplift Force
- Analysis of Longitudinal Impact of a Bar onto a Rigid Surface
- Categories of the Liquid-Structure Interaction Problems
- Geometry of the Nonlinear Liquid Sloshing in Flexible Tanks
- Geometry of the Nonlinear Liquid Sloshing in a Rigid Tank
- Boundary Conditions at a Structure Node in Contact with a Liquid Element
- Example 1: Comparison with the Analytical Solution of the Linear Wave Theory.
- Example 1, Effect of Mesh Density on the Response.
- Example 2, Comparison of Wave Height Response at the Left Corner.
- Example 2, Comparison of Wave Height Response at the Right Corner.
- Example 2, Liquid Mesh at Time t=3.6 Sec.
- Example 3, First Excitation Group, Wave Heights at Left and Right Corners
- Example 3, First Excitation Group, Base Shear and Base Overturning Moment
- Example 3, Second Excitation Group, Wave Heights at Left and Right Corners
- Example 3, Second Excitation Group, Base Shear and Base Overturning Moment
- Example 4, Wave Heights at Left Corner
- Example 4, Wave Heights at Right Corner
- Example 4, Free Surface Profile at Time t=65.0 sec
- Example 4, Free Surface Profile at Time t=66.1 sec
- Example 4, Base Shear
- Example 4, Base Overturning Moment
- Example 5, Wave Heights at Left Corner
- Example 5, Wave Heights at Right Corner
- Example 6, Period Content of the Mexico City Earthquake, NW-Component
- Example 6, Liquid Domain Just Before the Free Surface Wave Breaks
- Example 7: Liquid Domain Just Before the Free Surface Wave Breaks
- Example 8: Finite Element Mesh of the Coupled Liquid-Tank System
- Example 8: Shell Top Horizontal Acceleration
- Example 8: Shell Bottom Axial Stress
- Example 8: Shell Hoop Stress at 25% of the Tank Height
- Example 8: Base Shear
- Example 8: Base Overturning Moment
- East West Component of the 1940 El Centro Earthquake
- Northridge Earthquake Measured at Arleta Site in a Direction of 90
from the Hypocenter Direction - Nonlinear Time History Response of the Wave Height in the Broad Tank, 3-D Model
- Nonlinear Time History Response of the Wave Height in the Tall Tank, 3-D Model
- Deformed Liquid Domain of the Broad Tank at t=43.5 Sec, Northridge Record
- Deformed Liquid Domain of the Tall Tank at t=32.5 Sec, El Centro Record
- Finite Element Mesh of the Coupled Liquid-Broad Tank System
- Finite Element Mesh of the Coupled Liquid-Tall Tank System
- Overturning Moment at Center of Base of the Broad Tank, Northridge Record
- Base Axial Stress in the Broad Tank Shell, Northridge Record
- Overturning Moment at Center of Base of the Broad Tank, El Centro Record
- Base Axial Stress in the Broad Tank Shell, El Centro Record
- Overturning Moment at Center of Base of the Tall Tank, Northridge Record
- Base Axial Stress in the Tall Tank Shell, Northridge Record
- Overturning Moment at Center of Base of the Tall Tank, El Centro Record
- Base Axial Stress in the Tall Tank Shell, El Centro Record
- Uplift Displacement of the Two Corner Points on the Principal Diameter of the Broad Tank, Northridge Record
- Percentage of Bottom Plate Area of Broad Tank in Contact with the Foundation, Northridge Record
- Uplift Displacement of the Two Corner Points on the Principal Diameter of the Broad Tank, El Centro Record
- Percentage of Bottom Plate Area of Broad Tank in Contact with the Foundation, El Centro Record
- Uplift Displacement of the Two Corner Points on the Principal Diameter of the Tall Tank, Northridge Record
- Percentage of Bottom Plate Area of Tall Tank in Contact with the Foundation, Northridge Record
- Uplift Displacement of the Two Corner Points on the Principal Diameter of the Tall Tank, El Centro Record
- Percentage of Bottom Plate Area of Tall Tank in Contact with the Foundation, El Centro Record
- The Deformed Shape of the Broad Tank
- The Deformed Shape of the Tall Tank
- Northridge Earthquake Record Measured at Arleta Site in the Vertical Direction
- Pseudo-Dynamic Loads Applied on Tank Wall
- Finite Element Model of the Broad Tank
- Finite Element Model of the Tall Tank
- Static Response of the Broad Tank
- Static Response of the Tall Tank
A. Zeiny
2000-09-06