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ACI CODE-369.1-22: Seismic Evaluation and Retrofit of Existing Concrete Buildings—Code and Commentary, 2022
- TITLE PAGE
- INTRODUCTION
- CHAPTER 1—GENERAL [Go to Page]
- 1.1—Scope
- CHAPTER R1—GENERAL [Go to Page]
- R1.1—Scope
- CHAPTER R2—MATERIAL PROPERTIES AND CONDITION ASSESSMENT [Go to Page]
- R2.1—General
- CHAPTER 2—MATERIAL PROPERTIES AND CONDITION ASSESSMENT [Go to Page]
- 2.1—General
- 2.2—Properties of in-place materials and components
- R2.2—Properties of in-place materials and components
- 2.3—Condition assessment
- R2.3—Condition assessment
- 2.4—Knowledge factor
- R2.5—Properties of new materials
- 2.5—Properties of new materials
- CHAPTER 3—GENERAL ASSUMPTIONS AND REQUIREMENTS [Go to Page]
- 3.1—Modeling and design
- CHAPTER R3—GENERAL ASSUMPTIONS AND REQUIREMENTS [Go to Page]
- R3.1—Modeling and design
- 3.2—Strength and deformability
- R3.2—Strength and deformability
- 3.3—Flexure and axial loads
- R3.3—Flexure and axial loads
- 3.4—Shear and torsion
- R3.4—Shear and torsion
- R3.5—Development and splices of reinforcement
- 3.5—Development and splices of reinforcement
- 3.6—Connections to existing concrete
- R3.6—Connections to existing concrete
- 3.7—Retrofit measures
- 
- CHAPTER R4—CONCRETE MOMENT FRAMES
- CHAPTER 4—CONCRETE MOMENT FRAMES [Go to Page]
- 4.1—Types of concrete moment frames
- R4.2—Reinforced concrete beam-column moment frames
- 4.2—Reinforced concrete beam-column moment frames
- R4.3—Post-tensioned concrete beam-column moment frames
- 4.3—Post-tensioned concrete beam-column moment frames
- 4.4—Slab-column moment frames
- 4.4—Slab-column moment frames
- CHAPTER 5—PRECAST CONCRETE FRAMES [Go to Page]
- 5.1—Types of precast concrete frames
- 5.2—Precast concrete frames expected to resist seismic forces
- CHAPTER R5—PRECAST CONCRETE FRAMES [Go to Page]
- R5.1—Types of precast concrete frames
- R5.2—Precast concrete frames expected to resist seismic forces
- 5.3—Precast concrete frames not expected to resist seismic forces directly
- R5.3—Precast concrete frames not expected to resist seismic forces directly
- CHAPTER R6—CONCRETE FRAMES WITH INFILLS [Go to Page]
- R6.1—Types of concrete frames with infills
- R6.2—Concrete frames with masonry infills
- CHAPTER 6—CONCRETE FRAMES WITH INFILLS [Go to Page]
- 6.1—Types of concrete frames with infills
- 6.2—Concrete frames with masonry infills
- R6.3—Concrete frames with concrete infills
- 6.3—Concrete frames with concrete infills
- CHAPTER 7—CONCRETE STRUCTURAL WALLS [Go to Page]
- 7.1—Types of concrete structural walls and associated components
- CHAPTER R7—CONCRETE STRUCTURAL WALLS [Go to Page]
- R7.1—Types of concrete structural walls and associated components
- R7.2—Strength of reinforced concrete structural walls, wall segments, and coupling beams
- 7.2—Strength of reinforced concrete structural walls, wall segments, and coupling beams
- R7.3—Linear static and dynamic procedures for reinforced concrete structural walls and wall segments
- 7.3—Linear static and dynamic procedures for reinforced concrete structural walls and wall segments
- R7.4—Nonlinear static and dynamic procedures for reinforced concrete structural walls and wall segments
- 7.4—Nonlinear static and dynamic procedures for reinforced concrete structural walls and wall segments
- R7.5—Linear static and dynamic procedures for reinforced concrete coupling beams
- 7.5—Linear static and dynamic procedures for reinforced concrete coupling beams
- 7.6—Nonlinear static and dynamic procedures for reinforced concrete coupling beams
- 7.7—Retrofit measures for reinforced concrete structural walls, wall segments, and coupling beams
- R7.7—Retrofit measures for reinforced concrete structural walls, wall segments, and coupling beams
- CHAPTER 8—PRECAST CONCRETE STRUCTURAL WALLS [Go to Page]
- 8.1—Types of precast structural walls
- CHAPTER R8—PRECAST CONCRETE STRUCTURAL WALLS [Go to Page]
- R8.1—Types of precast structural walls
- 8.2—Precast concrete structural walls and wall segments
- R8.2—Precast concrete structural walls and wall segments
- CHAPTER 9—CONCRETE-BRACED FRAMES [Go to Page]
- 9.1—Types of concrete-braced frames
- 9.2—General
- 9.3—Stiffness of concrete-braced frames
- CHAPTER R9—CONCRETE-BRACED FRAMES [Go to Page]
- 9.4—Strength of concrete-braced frames
- 9.5—Acceptance criteria for concrete-braced frames
- 9.6—Retrofit measures for concrete-braced
frames
- R9.6—Retrofit measures for concrete-braced frames
- CHAPTER 10—CAST-IN-PLACE CONCRETE DIAPHRAGMS [Go to Page]
- R10.1—Components of cast-in-place concrete diaphragms
- R10.2—Analysis, modeling, and acceptance criteria for cast-in-place concrete diaphragms
- CHAPTER 10—CAST-IN-PLACE CONCRETE DIAPHRAGMS [Go to Page]
- 10.1—Components of cast-in-place concrete diaphragms
- 10.2—Analysis, modeling, and acceptance criteria for cast-in-place concrete diaphragms
- R10.3—Retrofit measures for cast-in-place concrete diaphragms
- 10.3—Retrofit measures for cast-in-place concrete diaphragms
- CHAPTER R11—PRECAST CONCRETE DIAPHRAGMS [Go to Page]
- R11.1—Components of precast concrete diaphragms
- R11.2—Analysis, modeling, and acceptance criteria for precast concrete diaphragms
- R11.3—Retrofit measures for precast concrete diaphragms
- CHAPTER 11—PRECAST CONCRETE DIAPHRAGMS [Go to Page]
- 11.1—Components of precast concrete diaphragms
- 11.2—Analysis, modeling, and acceptance criteria for precast concrete diaphragms
- 11.3—Retrofit measures for precast concrete diaphragms
- CHAPTER 12—CONCRETE FOUNDATIONS [Go to Page]
- 12.1—Types of concrete foundations
- CHAPTER R12—CONCRETE FOUNDATIONS [Go to Page]
- R12.1—Types of concrete foundations
- 12.2—Analysis of existing concrete foundations
- 12.3—Evaluation of existing condition
- 12.4—Retrofit measures for concrete foundations
- R12.2—Analysis of existing concrete foundations
- R12.4—Retrofit measures for concrete foundations
- CHAPTER 13—NOTATION AND DEFINITIONS [Go to Page]
- 13.1—Notation
- 13.2—Definitions
- CHAPTER 14—REFERENCES [Go to Page]
- Authored references [Go to Page]