Cover -- Title Page -- Copyright -- Contents -- Preface -- Acknowledgements -- Chapter 1 Appealing Shell Structures -- 1.1 Beams and Arches -- 1.2 Plates and Vaults -- 1.3 Rectangular and Cylindrical Tanks -- 1.4 Seismic Behaviour of Tanks -- 1.5 Field Observation of Damage to Tanks Induced by Seismic Events -- 1.6 Design Considerations -- 1.7 A Simplified Description of the Seismic Response of Tanks -- 1.8 Discussion of the Existing Codes -- 1.9 Structure of the Book -- Chapter 2 Above-Ground Anchored Rigid Tanks -- 2.1 Introduction
2.2 Vertical Cylindrical Tanks Fully Anchored at the Base -- 2.2.1 Impulsive Pressure Component -- 2.2.2 Convective Pressure Component -- 2.2.3 Effects of Vertical Component of the Seismic Action -- 2.2.4 Effects of Tank Inertia -- 2.2.5 Periods of Vibration -- 2.2.6 Effects of Liquid Viscosity -- 2.2.7 Effects of Inhomogeneous Liquids -- 2.2.8 Convective Wave Displacement and Pressure -- 2.2.9 Combination of Pressures and Behaviour Factor -- 2.2.10 Tank Forces and Stresses -- 2.2.11 Effects of Rocking Motion -- 2.3 Rectangular Tanks Fully Anchored at the Base
2.3.1 Impulsive and Convective Pressure Components -- 2.3.2 Periods of Vibration -- 2.3.3 Convective Wave Displacement -- 2.3.4 Tank Forces and Stresses -- Chapter 3 Above-Ground Unanchored Rigid Tanks -- 3.1 Introduction -- 3.2 Vertical Cylindrical Tanks -- 3.2.1 Axial Membrane Stress in a Shell Wall -- 3.2.2 Shell Uplift -- 3.2.3 Radial Membrane Stress at Base -- 3.2.4 Plastic Rotation at Base -- 3.3 Rectangular Tanks -- Chapter 4 Elevated Tanks -- 4.1 Introduction -- 4.1.1 Frame Elevated Tanks -- 4.1.2 Axisymmetrical Tanks -- 4.1.3 Composite Elevated Tanks -- 4.2 Single Lumped-Mass Model
4.3 Two Uncoupled Mass Model -- 4.4 Two Coupled Masses Model -- Chapter 5 Flexible Tanks -- 5.1 Introduction -- 5.2 Impulsive Pressure Component -- 5.2.1 Vertical Cylindrical Tanks -- 5.2.2 Rectangular Tanks -- 5.3 Effects of the Vertical Component of the Seismic Action -- 5.4 Periods of Vibration -- 5.5 Combination of Pressures -- 5.6 Tank Forces and Stresses -- 5.6.1 Vertical Cylindrical Tanks -- 5.6.2 Rectangular Tanks -- 5.7 Effects of Rocking Motion -- Chapter 6 Other Peculiar Principles -- 6.1 Introduction -- 6.2 Effects of Soil-Structure Interaction -- 6.3 Flow-Dampening Devices
6.4 Base-Isolation Devices -- 6.5 Underground Rigid Tanks -- 6.6 Horizontal Tanks -- 6.7 Conical Tanks -- Chapter 7 General Design Principles -- 7.1 Introduction -- 7.2 Requirements for Steel Tanks -- 7.2.1 Base Plate -- 7.2.2 Sidewall -- 7.2.3 Openings -- 7.2.4 Roof -- 7.2.5 Foundation -- 7.2.6 Stiffeners -- 7.2.7 Rings -- 7.2.7.1 In-Plane Buckling of Isolated Ring -- 7.2.7.2 Out-of-Plane Buckling of Isolated Ring -- 7.2.7.3 Buckling of a Light Ring-Stiffened Cylindrical Wall: Limiting Stiffness
Notes
Description based upon print version of record
7.2.7.4 Buckling of a Light Ring-Stiffened Cylindrical Wall: Flexural Buckling of the Ring Stiffeners
