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Contents
Contents
List of Figures
List of Tables
Table of Symbols
Acknowledgement
Abstract of the Dissertation
Historical Background
Introduction
Relevant Areas of Study
Past Studies of Anchored Tank
Numerical Technique Investigations
Geometrically Nonlinear Effects
Effect of Rocking and Vertical Excitations
Experimental Investigations
Free Vibration Studies
Investigations on Other Types of Tanks
Evolution of Seismic Analyses of Unanchored Tanks
Experimental Investigations
Simplified Models
Numerical Analyses
Simplified Design Guidelines
Contribution of Research on Fluid Dynamics
Free Surface Sloshing Analysis
Fluid-Structure Interaction
Soil-Tank Interaction
Contact Analysis
Nonlinear Dynamic Analysis of Plates and Shells
Degenerated Isoparametric Shell Element
Basic Assumptions
Three Dimensional Element Mechanics
Two Dimensional Element Mechanics
Geometric Nonlinearity
Computer Implementation and Testing
Two-Dimensional Numerical Examples
Three-Dimensional Numerical Examples
Contact Analysis
Contact Mechanics
Contact Inequality Constraints
Treatment of Inequality Constraints
Finite Element Formulation
Condition of Sticking Contact
Condition of Sliding Contact
Condition of Tension Release
Contact Algorithms
Geometric Analysis
Determination of the Contact Condition
Overall Procedure Outline
Computer Implementation and Testing
Two-Dimensional Numerical Examples
Three-Dimensional Numerical Examples
Liquid Domain Formulation
Variational Principles of the Liquid-Structure Interaction Problem
Structural Domain
Liquid Domain
Coupled Liquid-Structure System
Finite Element Discretization
Isoparametric Liquid Element Formulation
Nonlinear Liquid Sloshing in Rigid Tanks
Nonlinear Liquid Sloshing in Flexible Tanks
Computer Implementation and Testing
Two-Dimensional Examples
Three-Dimensional Examples
Nonlinear Earthquake Response of Liquid Storage Tanks
Response of Tanks with Rigid Walls
Anchored Tank Response
Unanchored Tank Response
Effect of Foundation Stiffness
Large Deflection Effect
Effect of Plasticity
Effect of Base Plate Thickness
Effect of Vertical Excitation
Lateral Static Push Response of Unanchored Tanks
Conclusion
Bibliography
DYNAZ User Manual
Input File Cards Description
Echo and Systems Card
Problem Title Card
Systems Identification Block
Execution Control Information
Time Sequence Data
Nodal Time History and Information
Nodal Coordinate Data
Generation Point Coordinate
Nodal Increments Card
Nodal Boundary Conditions Codes.
Constraints and Interaction Information
Nodal Load Vector or Prescribed Kinematic Condition
Load Time Functions
Initial Conditions
Element Information and Generation
Material Real Constants
Fluid Remeshing Information
DYNAZ Element Library
Two Noded Truss Element
Degenerated Shell Element
Solid Isoparametric Element
Fluid Isoparametric Element
Redundant Spring Element
Spring Element
DYNAZ Constraint and Interaction Library
Node is Constrained to Move Along a Plane
Rigid Link Between Two Nodes
Fluid-Solid Contact Node
Shell-Shell Connection Constraint
Solid-Solid Contact Node
Rigid-Plastic Support
A. Zeiny
2000-09-06