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eLibrary > ACI CODE-369.1-22: Seismic Evaluation and Retrofit of Existing Concrete Buildings—Code and Commentary >

ACI CODE-369.1-22: Seismic Evaluation and Retrofit of Existing Concrete Buildings—Code and Commentary, 2022

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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]

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ACI CODE-369.1-22: Seismic Evaluation and Retrofit of Existing Concrete Buildings—Code and Commentary, 2022

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