{"id":439702,"date":"2024-10-20T08:10:39","date_gmt":"2024-10-20T08:10:39","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-376-2023\/"},"modified":"2024-10-26T15:18:41","modified_gmt":"2024-10-26T15:18:41","slug":"aci-376-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-376-2023\/","title":{"rendered":"ACI 376 2023"},"content":{"rendered":"
Keywords: bund wall; commissioning; cryogenic; damage stability; decommissioning; earthquake design levels; fatigue; float out; floating storage unit; foundation heating; gravity base structure; impact loads; liners; liquefied natural gas; liquid stratification; permanent ballast; purging; refrigerated liquefied gas; reinforcement (cryogenic); tanks; thermal corner protection.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
3<\/td>\n | TITLE PAGE <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | INTRODUCTION <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | CHAPTER 1\u2014GENERAL REQUIREMENTS 1.1\u2014Scope <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 1.2\u2014Quality assurance <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1.3\u2014Engineer <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | CHAPTER 2\u2014NOTATION AND DEFINITIONS 2.1\u2014Notation <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 2.2\u2014Definitions <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | CHAPTER 3\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | CHAPTER 4\u2014MATERIALS 4.1\u2014Testing of materials 4.2\u2014Cementitious materials 4.3\u2014Aggregates <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 4.4\u2014Water 4.5\u2014Admixtures 4.6\u2014Fibers <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 4.7\u2014Deformed reinforcing bars <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 4.8\u2014Plate steel composite with concrete 4.9\u2014Prestressed reinforcement <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 4.10\u2014Prestressing anchorages 4.11\u2014Post-tensioning ducts 4.12\u2014Grout <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 4.13\u2014Metal liners and nonstructural metal components 4.14\u2014Insulation <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 4.15\u2014Coating requirements <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | CHAPTER 5\u2014DESIGN LOADS, LOADING CONDITIONS, AND LOAD COMBINATIONS 5.1\u2014General 5.2\u2014Design loads <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 5.3\u2014Loading conditions <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 5.4\u2014Load combinations <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | CHAPTER 6\u2014MINIMUM PERFORMANCE REQUIREMENTS 6.1\u2014General <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 6.2\u2014Primary concrete container <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 6.3\u2014Secondary concrete container <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 6.4\u2014Roof performance criteria 6.5\u2014Other performance criteria 6.6\u2014Concrete quality <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 6.7\u2014Shotcrete 6.8\u2014Coating requirements <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 6.9\u2014Metal components <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | CHAPTER 7\u2014LOAD FACTORS 7.1\u2014General 7.2\u2014Load factors for ultimate limit state <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 7.3\u2014Load factors for serviceability limit state <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | CHAPTER 8\u2014ANALYSIS AND DESIGN 8.1\u2014Methods of analysis <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | 8.2\u2014Container design basis <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | 8.3\u2014Foundation design <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | 8.4\u2014Wall design <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | 8.5\u2014Roof design <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | 8.6\u2014Horizontal shear transfer in composite construction <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | CHAPTER 9\u2014DETAILING 9.1\u2014General 9.2\u2014Reinforcement details <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | 9.3\u2014Internal prestressing systems <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | 9.4\u2014External prestressing systems 9.5\u2014Concrete containment wall <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | 9.6\u2014Metal components <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | 9.7\u2014Anchorage to concrete <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | 9.8\u2014Liners and coatings <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | CHAPTER 10\u2014FOUNDATIONS 10.1\u2014General <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | 10.2\u2014Geotechnical investigation <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | 10.3\u2014Design requirements for shallow foundations <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | 10.4\u2014Design requirements for deep foundations <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | 10.5\u2014Ground improvement <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | 10.6\u2014Foundation details <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | 10.7\u2014Foundation performance monitoring details <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | 10.8\u2014Monitoring frequency <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | 10.9\u2014Inspection and testing <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | CHAPTER 11\u2014CONSTRUCTION REQUIREMENTS 11.1\u2014Construction plan 11.2\u2014Tolerances <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | 11.3\u2014Shotcrete for external prestressing systems <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | 11.4\u2014Post-tensioning <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | 11.5\u2014Winding of prestressed reinforcement: wire or strand <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | 11.6\u2014Forming <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | 11.7\u2014Construction joints <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | 11.8\u2014Concrete embedments 11.9\u2014Coatings 11.10\u2014Welding <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | CHAPTER 12\u2014TESTING, COMMISSIONING AND DECOMMISSIONING 12.1\u2014Scope 12.2\u2014Testing <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | 12.3\u2014Pressure and vacuum testing 12.4\u2014Purging into service <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | 12.5\u2014Cool-down <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | 12.6\u2014Settlement and movement monitoring <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | 12.7\u2014Tank fill methods 12.8\u2014Decommissioning: purging out of service and warm-up <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | 12.9\u2014Recordkeeping 12.10\u2014Nameplate <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | APPENDIX A\u2014TANK CONFIGURATIONS, DETAILS, AND EXAMPLES RA.1\u2014Tank configurations RA.2\u2014Full-containment tanks: typical details RA.3\u2014Examples of base joint details <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | APPENDIX B\u2014OFFSHORE CONCRETE TERMINALS B.1\u2014Scope B.2\u2014General <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | B.3\u2014Loads and load combinations <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | B.4\u2014Concrete and reinforcement materials <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | B.5\u2014Global and local structural analysis <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | B.6\u2014Criteria and methodology of concrete sectional design B.7\u2014Fatigue performance criteria <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | B.8\u2014Design considerations during construction, transportation, and installation <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | B.9\u2014Decommissioning B.10\u2014Design for accidents <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | APPENDIX C\u2014FATIGUE PERFORMANCE C.1\u2014Scope C.2\u2014General C.3\u2014Fatigue performance criteria <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | APPENDIX D\u2014REQUIREMENTS FOR OUTER CONCRETE CONTAINER FOR MEMBRANE TANKS D.1\u2014General requirements <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | D.2\u2014Notation and definitions D.3\u2014Referenced standards D.4\u2014Materials D.5\u2014Design loads, loading conditions, and load combinations <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | D.6\u2014Minimum performance requirements <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | D.7\u2014Load factors <\/td>\n<\/tr>\n | ||||||
165<\/td>\n | D.8\u2014Analysis and design D.9\u2014Detailing D.10\u2014Foundations D.11\u2014Construction requirements D.12\u2014Testing commissioning and decommissioning <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | COMMENTARY REFERENCES <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | Authored documents <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI CODE-376-23: Refrigerated Liquefied Gas Containment for Concrete Structures\u2014Code Requirements and Commentary<\/b><\/p>\n |