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ACI 350.3 2020

ACI 350.3 2020

$46.04

ACI CODE-350.3-20: Code Requirements for Seismic Analysis and Design of Liquid-Containing Concrete Structures (ACI 350.3-20) and Commentary

Published By Publication Date Number of Pages
ACI 2020 56
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This Code prescribes procedures for the seismic analysis and design of liquid-containing concrete structures. These procedures address the loading side of seismic design and are intended to complement Section 1.1.9 and Chapter 13 of ACI 350-20. Keywords: circular tanks; concrete tanks; convective component; earthquake resistance; environmental concrete structures; impulsive component; liquid-containing structures; rectangular tanks; seismic resistance; sloshing; storage tanks.

PDF Catalog

PDF Pages PDF Title
3 TITLE PAGE
4 PREFACE
6 CHAPTER 1—GENERAL REQUIREMENTS
1.1—Scope
1.2—Notation
12 1.3—Definitions
13 CHAPTER 2—TYPES OF LIQUID-CONTAINING STRUCTURES
2.1—Ground-supported structures
14 2.2—Pedestal-mounted structures
15 CHAPTER 3—GENERAL CRITERIA FOR
ANALYSIS AND DESIGN
3.1—Dynamic characteristics
3.2—Design loads
3.3—Design requirements
16 CHAPTER 4—EARTHQUAKE DESIGN LOADS
4.1—Earthquake pressures above base of tank wall
19 4.2—Application of site-specific response spectra
21 CHAPTER 5—EARTHQUAKE LOAD DISTRIBUTION
5.1—General
5.2—Shear transfer
23 5.3—Dynamic force distribution above base of tank wall
27 CHAPTER 6—STRESSES
6.1—Rectangular tanks
6.2—Circular tanks
28 CHAPTER 7—FREEBOARD
7.1—Wave oscillation
33 CHAPTER 8–EARTHQUAKE-INDUCED EARTH PRESSURES
8.1—General
34 8.2—Limitations
8.3—Alternative methods
35 CHAPTER 9—DYNAMIC MODEL
9.1—General
37 9.2—Rectangular tanks (Type 1)
41 9.3—Circular tanks (Type 2)
51 APPENDIX A—DESIGN METHOD
A.1—General outline of design method

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ACI 350.3 2020
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