{"id":384544,"date":"2024-10-20T03:26:40","date_gmt":"2024-10-20T03:26:40","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-350-3-2020\/"},"modified":"2024-10-26T06:16:15","modified_gmt":"2024-10-26T06:16:15","slug":"aci-350-3-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-350-3-2020\/","title":{"rendered":"ACI 350.3 2020"},"content":{"rendered":"
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.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
3<\/td>\n | TITLE PAGE <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | PREFACE <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | CHAPTER 1\u2014GENERAL REQUIREMENTS 1.1\u2014Scope 1.2\u2014Notation <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 1.3\u2014Definitions <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | CHAPTER 2\u2014TYPES OF LIQUID-CONTAINING STRUCTURES 2.1\u2014Ground-supported structures <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 2.2\u2014Pedestal-mounted structures <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | CHAPTER 3\u2014GENERAL CRITERIA FOR \nANALYSIS AND DESIGN 3.1\u2014Dynamic characteristics 3.2\u2014Design loads 3.3\u2014Design requirements <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | CHAPTER 4\u2014EARTHQUAKE DESIGN LOADS 4.1\u2014Earthquake pressures above base of tank wall <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 4.2\u2014Application of site-specific response spectra <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | CHAPTER 5\u2014EARTHQUAKE LOAD DISTRIBUTION 5.1\u2014General 5.2\u2014Shear transfer <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 5.3\u2014Dynamic force distribution above base of tank wall <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | CHAPTER 6\u2014STRESSES 6.1\u2014Rectangular tanks 6.2\u2014Circular tanks <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | CHAPTER 7\u2014FREEBOARD 7.1\u2014Wave oscillation <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | CHAPTER 8\u2013EARTHQUAKE-INDUCED EARTH PRESSURES 8.1\u2014General <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 8.2\u2014Limitations 8.3\u2014Alternative methods <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | CHAPTER 9\u2014DYNAMIC MODEL 9.1\u2014General <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 9.2\u2014Rectangular tanks (Type 1) <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 9.3\u2014Circular tanks (Type 2) <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | APPENDIX A\u2014DESIGN METHOD A.1\u2014General outline of design method <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI CODE-350.3-20: Code Requirements for Seismic Analysis and Design of Liquid-Containing Concrete Structures (ACI 350.3-20) and Commentary<\/b><\/p>\n |