IITK-GSDMA guidelines for seismic design of liquid storage tanks : provisions with commentary and explanatory examples
Material type:
TextPublication details: Kanpur National Information Center of Earthquake Engineering, Indian Institute of Technology 2007Description: xi,93,ipISBN: - 8190419048
- 624.1762 IIT
| Item type | Current library | Collection | Call number | Status | Notes | Date due | Barcode | Item holds | |
|---|---|---|---|---|---|---|---|---|---|
| Book | CEPT Library | Faculty of Technology | 624.1762 IIT | Available | Status:Catalogued;Bill No:GRATIS | 006668 |
CONTENTS PART 1: Provisions and Commentary 0.- INTRODUCTION 1 1 . - SCOPE 6 2. -REFERENCES 7 3. -SYMBOLS 8 4. - PROVISIONS FOR SEISMIC DESIGN 12 4.1- GENERAL 12 4.2 -SPRING MASS MODEL FOR SEISMIC ANALYSIS 12 4.2. 1 - Ground Supported Tank 13 4.2.2 -Elevated Tank 19 4.3 -TIME PERIOD 22 4.3.1 -Impulsive Mode 22 4.3.2 - Convective Mode 26 4.4 -DAMPING 27 4.5 -DESIGN HORIZONTAL SEISMIC COEFFICIENT 28 4.6-BASESHHAR 34 4.6.1 - Ground Supported Tank 34 4.6.2- Elevated Tank 34 4.7 -BASH MOMENT 35 4.7.1 - Ground Supported Tank 35 4. 7.2 -Elevated Tank 36 4.8 -DIRECTION OF SEISMIC FORCE 37 4.9 -HYDRODYNAMICPRKSURE 40 4.9.1 - Impulsive Hydrodynamic Pressure 40 4.9.2 -Convective Hydrodynamic Pressure 41 4.9.5 - Pressure Due to Wall Inertia 43 4. 10 -EFFECT OF VERTICAL GROUND ACCELERATION 49 4.11 -SLOSHING WAVE HEIGHT 50 4.13.1 --Piping 51 4.13.2 - Buckling of Shell 51 4.13.3 - Buried Tanks 51 4.13.4 - Shear Transfer 52 4.1.3.5-P- Delta Effect PART 2: Explanatory Examples for Seismic Design of Liquid Storage Tanks
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