FEMA 356 2000

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FEMA 356 – Prestandard and Commentary for the Seismic Rehabilitation of Buildings

Published By	Publication Date	Number of Pages
FEMA	2000	518

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PDF Pages	PDF Title
1	ps-cvr.pdf
13	ps-toc.pdf H0 TitleTOC – Foreword ix H0 TitleTOC – Preface xi H0 Chapter TitleTOC – 1. Rehabilitation Requirements 1 1 H1 HeadingTOC – 1.1 Scope 1 1 H1 HeadingTOC – 1.2 Design Basis 1 2 H1 HeadingTOC – 1.3 Seismic Rehabilitation Process 1 4 H2 HeadingTOC – 1.3.1 Review Initial Considerations 1 6 H2 HeadingTOC – 1.3.2 Select Rehabilitation Objective 1 7 H2 HeadingTOC – 1.3.3 Obtain As-Built Information 1 7 H2 HeadingTOC – 1.3.4 Select Rehabilitation Method 1 7 H2 HeadingTOC – 1.3.5 Perform Rehabilitation Design 1 7 H2 HeadingTOC – 1.3.6 Verify Rehabilitation Design 1 7 H1 HeadingTOC – 1.4 Rehabilitation Objectives 1 8 H2 HeadingTOC – 1.4.1 Basic Safety Objective 1 9 H2 HeadingTOC – 1.4.2 Enhanced Rehabilitation Objectives 1 9 H2 HeadingTOC – 1.4.3 Limited Rehabilitation Objectives 1 10 H1 HeadingTOC – 1.5 Target Building Performance Levels 1 10 H2 HeadingTOC – 1.5.1 Structural Performance Levels and Ranges 1 11 H2 HeadingTOC – 1.5.2 Nonstructural Performance Levels 1 17 H2 HeadingTOC – 1.5.3 Designation of Target Building Performance Levels 1 23 H1 HeadingTOC – 1.6 Seismic Hazard 1 26 H2 HeadingTOC – 1.6.1 General Procedure for Hazard Due to Ground Shaking 1 27 H2 HeadingTOC – 1.6.2 Site-Specific Procedure for Hazard Due to Ground Shaking 1 34 H2 HeadingTOC – 1.6.3 Zones of Seismicity 1 35 H0 Chapter TitleTOC – 2. General Requirements 2 1 H1 HeadingTOC – 2.1 Scope 2 1 H1 HeadingTOC – 2.2 As-Built Information 2 1 H2 HeadingTOC – 2.2.1 Building Configuration 2 2 H2 HeadingTOC – 2.2.2 Component Properties 2 2 H2 HeadingTOC – 2.2.3 Site Characterization and Geotechnical Information 2 2 H2 HeadingTOC – 2.2.4 Adjacent Buildings 2 3 H2 HeadingTOC – 2.2.5 Primary and Secondary Elements and Components 2 4 H2 HeadingTOC – 2.2.6 Data Collection Requirements 2 4 H1 HeadingTOC – 2.3 Rehabilitation Methods 2 6 H2 HeadingTOC – 2.3.1 Simplified Rehabilitation Method 2 6 H2 HeadingTOC – 2.3.2 Systematic Rehabilitation Method 2 7 H1 HeadingTOC – 2.4 Analysis Procedures 2 8 H2 HeadingTOC – 2.4.1 Linear Procedures 2 9 H2 HeadingTOC – 2.4.2 Nonlinear Procedures 2 11 H2 HeadingTOC – 2.4.3 Alternative Rational Analysis 2 12 H2 HeadingTOC – 2.4.4 Acceptance Criteria 2 12
14	H1 HeadingTOC – 2.5 Rehabilitation Strategies 2 17 H2 HeadingTOC – 2.5.1 Local Modification of Components 2 17 H2 HeadingTOC – 2.5.2 Removal or Lessening of Existing Irregularities 2 18 H2 HeadingTOC – 2.5.3 Global Structural Stiffening 2 18 H2 HeadingTOC – 2.5.4 Global Structural Strengthening 2 19 H2 HeadingTOC – 2.5.5 Mass Reduction 2 19 H2 HeadingTOC – 2.5.6 Seismic Isolation 2 19 H2 HeadingTOC – 2.5.7 Supplemental Energy Dissipation 2 20 H1 HeadingTOC – 2.6 General Design Requirements 2 20 H2 HeadingTOC – 2.6.1 Multidirectional Seismic Effects 2 20 H2 HeadingTOC – 2.6.2 P-D Effects 2 20 H2 HeadingTOC – 2.6.3 Horizontal Torsion 2 20 H2 HeadingTOC – 2.6.4 Overturning 2 20 H2 HeadingTOC – 2.6.5 Continuity 2 20 H2 HeadingTOC – 2.6.6 Diaphragms 2 21 H2 HeadingTOC – 2.6.7 Walls 2 22 H2 HeadingTOC – 2.6.8 Nonstructural Components 2 23 H2 HeadingTOC – 2.6.9 Structures Sharing Common Elements 2 23 H2 HeadingTOC – 2.6.10 Building Separation 2 23 H2 HeadingTOC – 2.6.11 Vertical Seismic Effects 2 24 H1 HeadingTOC – 2.7 Construction Quality Assurance 2 24 H2 HeadingTOC – 2.7.1 Construction Quality Assurance Plan 2 25 H2 HeadingTOC – 2.7.2 Construction Quality Assurance Requirements 2 25 H2 HeadingTOC – 2.7.3 Responsibilities of the Code Official 2 26 H1 HeadingTOC – 2.8 Alternative Modeling Parameters and Acceptance Criteria 2 27 H2 HeadingTOC – 2.8.1 Experimental Setup 2 27 H2 HeadingTOC – 2.8.2 Data Reduction and Reporting 2 27 H2 HeadingTOC – 2.8.3 Design Parameters and Acceptance Criteria 2 28 H0 Chapter TitleTOC – 3. Analysis Procedures 3 1 H1 HeadingTOC – 3.1 Scope 3 1 H1 HeadingTOC – 3.2 General Analysis Requirements 3 1 H2 HeadingTOC – 3.2.1 Analysis Procedure Selection 3 1 H2 HeadingTOC – 3.2.2 Mathematical Modeling 3 2 H2 HeadingTOC – 3.2.3 Configuration 3 4 H2 HeadingTOC – 3.2.4 Diaphragms 3 4 H2 HeadingTOC – 3.2.5 P D Effects 3 5 H2 HeadingTOC – 3.2.6 Soil Structure Interaction 3 6 H2 HeadingTOC – 3.2.7 Multidirectional Seismic Effects 3 7 H2 HeadingTOC – 3.2.8 Component Gravity Loads for Load Combinations 3 8 H2 HeadingTOC – 3.2.9 Verification of Design Assumptions 3 8 H2 HeadingTOC – 3.2.10 Overturning 3 9 H1 HeadingTOC – 3.3 Analysis Procedures 3 10 H2 HeadingTOC – 3.3.1 Linear Static Procedure 3 10 H2 HeadingTOC – 3.3.2 Linear Dynamic Procedure 3 16 H2 HeadingTOC – 3.3.3 Nonlinear Static Procedure 3 18 H2 HeadingTOC – 3.3.4 Nonlinear Dynamic Procedure 3 24
15	H1 HeadingTOC – 3.4 Acceptance Criteria 3 25 H2 HeadingTOC – 3.4.1 General Requirements 3 25 H2 HeadingTOC – 3.4.2 Linear Procedures 3 25 H2 HeadingTOC – 3.4.3 Nonlinear Procedures 3 27 H0 Chapter TitleTOC – 4. Foundations and Geologic Site Hazards 4 1 H1 HeadingTOC – 4.1 Scope 4 1 H1 HeadingTOC – 4.2 Site Characterization 4 1 H2 HeadingTOC – 4.2.1 Foundation Information 4 1 H2 HeadingTOC – 4.2.2 Seismic Geologic Site Hazards 4 2 H1 HeadingTOC – 4.3 Mitigation of Seismic-Geologic Site Hazards 4 8 H1 HeadingTOC – 4.4 Foundation Strength and Stiffness 4 10 H2 HeadingTOC – 4.4.1 Expected Capacities of Foundations 4 11 H2 HeadingTOC – 4.4.2 Load-Deformation Characteristics for Foundations 4 15 H2 HeadingTOC – 4.4.3 Foundation Acceptability Criteria 4 27 H1 HeadingTOC – 4.5 Seismic Earth Pressure 4 28 H1 HeadingTOC – 4.6 Foundation Rehabilitation 4 29 H0 Chapter TitleTOC – 5. Steel 5 1 H1 HeadingTOC – 5.1 Scope 5 1 H1 HeadingTOC – 5.2 Material Properties Based on Historical Information 5 1 H1 HeadingTOC – 5.3 Material Properties and Condition Assessment 5 1 H2 HeadingTOC – 5.3.1 General 5 1 H2 HeadingTOC – 5.3.2 Properties of In-Place Materials and Components 5 2 H2 HeadingTOC – 5.3.3 Condition Assessment 5 8 H2 HeadingTOC – 5.3.4 Knowledge Factor 5 9 H1 HeadingTOC – 5.4 General Assumptions and Requirements 5 9 H2 HeadingTOC – 5.4.1 Stiffness 5 9 H2 HeadingTOC – 5.4.2 Design Strengths and Acceptance Criteria 5 9 H2 HeadingTOC – 5.4.3 Rehabilitation Measures 5 9 H1 HeadingTOC – 5.5 Steel Moment Frames 5 10 H2 HeadingTOC – 5.5.1 General 5 10 H2 HeadingTOC – 5.5.2 Fully Restrained Moment Frames 5 12 H2 HeadingTOC – 5.5.3 Partially Restrained Moment Frames 5 22 H1 HeadingTOC – 5.6 Steel Braced Frames 5 27 H2 HeadingTOC – 5.6.1 General 5 27 H2 HeadingTOC – 5.6.2 Concentric Braced Frames (CBF) 5 28 H2 HeadingTOC – 5.6.3 Eccentric Braced Frames (EBF) 5 30 H1 HeadingTOC – 5.7 Steel Plate Shear Walls 5 32 H2 HeadingTOC – 5.7.1 General 5 32 H2 HeadingTOC – 5.7.2 Stiffness 5 32 H2 HeadingTOC – 5.7.3 Strength 5 32 H2 HeadingTOC – 5.7.4 Acceptance Criteria 5 33 H2 HeadingTOC – 5.7.5 Rehabilitation Measures 5 33 H1 HeadingTOC – 5.8 Steel Frames with Infills 5 34 H1 HeadingTOC – 5.9 Diaphragms 5 45 H2 HeadingTOC – 5.9.1 Bare Metal Deck Diaphragms 5 45
16	H2 HeadingTOC – 5.9.2 Metal Deck Diaphragms with Structural Concrete Topping 5 46 H2 HeadingTOC – 5.9.3 Metal Deck Diaphragms with Nonstructural Concrete Topping 5 48 H2 HeadingTOC – 5.9.4 Horizontal Steel Bracing (Steel Truss Diaphragms) 5 49 H2 HeadingTOC – 5.9.5 Archaic Diaphragms 5 51 H2 HeadingTOC – 5.9.6 Chord and Collector Elements 5 52 H1 HeadingTOC – 5.10 Steel Pile Foundations 5 53 H2 HeadingTOC – 5.10.1 General 5 53 H2 HeadingTOC – 5.10.2 Stiffness 5 53 H2 HeadingTOC – 5.10.3 Strength 5 53 H2 HeadingTOC – 5.10.4 Acceptance Criteria 5 53 H2 HeadingTOC – 5.10.5 Rehabilitation Measures 5 54 H1 HeadingTOC – 5.11 Cast and Wrought Iron 5 54 H2 HeadingTOC – 5.11.1 General 5 54 H2 HeadingTOC – 5.11.2 Stiffness 5 54 H2 HeadingTOC – 5.11.3 Strength and Acceptance Criteria 5 54 H0 Chapter TitleTOC – 6. Concrete 6 1 H1 HeadingTOC – 6.1 Scope 6 1 H1 HeadingTOC – 6.2 Material Properties Based on Historical Information 6 1 H1 HeadingTOC – 6.3 Material Properties and Condition Assessment 6 4 H2 HeadingTOC – 6.3.1 General 6 4 H2 HeadingTOC – 6.3.2 Properties of In-Place Materials and Components 6 4 H2 HeadingTOC – 6.3.3 Condition Assessment 6 9 H2 HeadingTOC – 6.3.4 Knowledge Factor 6 11 H1 HeadingTOC – 6.4 General Assumptions and Requirements 6 11 H2 HeadingTOC – 6.4.1 Modeling and Design 6 11 H2 HeadingTOC – 6.4.2 Strength and Deformability 6 14 H2 HeadingTOC – 6.4.3 Flexure and Axial Loads 6 15 H2 HeadingTOC – 6.4.4 Shear and Torsion 6 16 H2 HeadingTOC – 6.4.5 Development and Splices of Reinforcement 6 17 H2 HeadingTOC – 6.4.6 Connections to Existing Concrete 6 18 H2 HeadingTOC – 6.4.7 Rehabilitation—General Requirements 6 18 H1 HeadingTOC – 6.5 Concrete Moment Frames 6 19 H2 HeadingTOC – 6.5.1 Types of Concrete Moment Frames 6 19 H2 HeadingTOC – 6.5.2 Reinforced Concrete Beam-Column Moment Frames 6 20 H2 HeadingTOC – 6.5.3 Post Tensioned Concrete Beam Column Moment Frames 6 29 H2 HeadingTOC – 6.5.4 Slab-Column Moment Frames 6 30 H1 HeadingTOC – 6.6 Precast Concrete Frames 6 34 H2 HeadingTOC – 6.6.1 Types of Precast Concrete Frames 6 34 H2 HeadingTOC – 6.6.2 Precast Concrete Frames that Emulate Cast in Place Moment Frames 6 35 H2 HeadingTOC – 6.6.3 Precast Concrete Moment Frames Constructed with Dry Joints 6 36 H2 HeadingTOC – 6.6.4 Precast Concrete Frames Not Expected to Resist Lateral Loads Directly 6 37 H1 HeadingTOC – 6.7 Concrete Frames with Infills 6 37 H2 HeadingTOC – 6.7.1 Types of Concrete Frames with Infills 6 37 H2 HeadingTOC – 6.7.2 Concrete Frames with Masonry Infills 6 38 H2 HeadingTOC – 6.7.3 Concrete Frames with Concrete Infills 6 41
17	H1 HeadingTOC – 6.8 Concrete Shear Walls 6 43 H2 HeadingTOC – 6.8.1 Types of Concrete Shear Walls and Associated Components 6 43 H2 HeadingTOC – 6.8.2 Reinforced Concrete Shear Walls, Wall Segments, Coupling Beams, and RC Colu… H1 HeadingTOC – 6.9 Precast Concrete Shear Walls 6 56 H2 HeadingTOC – 6.9.1 Types of Precast Shear Walls 6 56 H2 HeadingTOC – 6.9.2 Precast Concrete Shear Walls and Wall Segments 6 57 H1 HeadingTOC – 6.10 Concrete-Braced Frames 6 60 H2 HeadingTOC – 6.10.1 Types of Concrete-Braced Frames 6 60 H2 HeadingTOC – 6.10.2 General Considerations 6 60 H2 HeadingTOC – 6.10.3 Stiffness 6 60 H2 HeadingTOC – 6.10.4 Strength 6 61 H2 HeadingTOC – 6.10.5 Acceptance Criteria 6 61 H2 HeadingTOC – 6.10.6 Rehabilitation Measures 6 61 H1 HeadingTOC – 6.11 Cast-in-Place Concrete Diaphragms 6 61 H2 HeadingTOC – 6.11.1 Components of Concrete Diaphragms 6 61 H2 HeadingTOC – 6.11.2 Analysis, Modeling, and Acceptance Criteria 6 62 H2 HeadingTOC – 6.11.3 Rehabilitation Measures 6 63 H1 HeadingTOC – 6.12 Precast Concrete Diaphragms 6 63 H2 HeadingTOC – 6.12.1 Components of Precast Concrete Diaphragms 6 63 H2 HeadingTOC – 6.12.2 Analysis, Modeling, and Acceptance Criteria 6 63 H2 HeadingTOC – 6.12.3 Rehabilitation Measures 6 64 H1 HeadingTOC – 6.13 Concrete Foundation Elements 6 64 H2 HeadingTOC – 6.13.1 Types of Concrete Foundations 6 64 H2 HeadingTOC – 6.13.2 Analysis of Existing Foundations 6 65 H2 HeadingTOC – 6.13.3 Evaluation of Existing Condition 6 65 H2 HeadingTOC – 6.13.4 Rehabilitation Measures 6 65 H0 Chapter TitleTOC – 7. Masonry 7 1 H1 HeadingTOC – 7.1 Scope 7 1 H1 HeadingTOC – 7.2 Historical Information 7 1 H1 HeadingTOC – 7.3 Material Properties and Condition Assessment 7 1 H2 HeadingTOC – 7.3.1 General 7 1 H2 HeadingTOC – 7.3.2 Properties of In-Place Materials 7 2 H2 HeadingTOC – 7.3.3 Condition Assessment 7 7 H2 HeadingTOC – 7.3.4 Knowledge Factor 7 11 H1 HeadingTOC – 7.4 Engineering Properties of Masonry Walls 7 11 H2 HeadingTOC – 7.4.1 Types of Masonry Walls 7 12 H2 HeadingTOC – 7.4.2 Unreinforced Masonry Walls and Piers In-Plane 7 14 H2 HeadingTOC – 7.4.3 Unreinforced Masonry Walls Out-of-Plane 7 17 H2 HeadingTOC – 7.4.4 Reinforced Masonry Walls and Piers In-Plane 7 18 H2 HeadingTOC – 7.4.5 Reinforced Masonry Walls Out of Plane 7 23 H1 HeadingTOC – 7.5 Engineering Properties of Masonry Infills 7 23 H2 HeadingTOC – 7.5.1 Types of Masonry Infills 7 24 H2 HeadingTOC – 7.5.2 Masonry Infills In-Plane 7 25 H2 HeadingTOC – 7.5.3 Masonry Infills Out-of-Plane 7 29 H1 HeadingTOC – 7.6 Anchorage to Masonry Walls 7 30
18	H2 HeadingTOC – 7.6.1 Types of Anchors 7 30 H2 HeadingTOC – 7.6.2 Analysis of Anchors 7 31 H1 HeadingTOC – 7.7 Masonry Foundation Elements 7 31 H2 HeadingTOC – 7.7.1 Types of Masonry Foundations 7 31 H2 HeadingTOC – 7.7.2 Analysis of Existing Foundations 7 31 H2 HeadingTOC – 7.7.3 Rehabilitation Measures 7 31 H0 Chapter TitleTOC – 8. Wood and Light Metal Framing 8 1 H1 HeadingTOC – 8.1 Scope 8 1 H1 HeadingTOC – 8.2 Historical Information 8 1 H1 HeadingTOC – 8.3 Material Properties and Condition Assessment 8 2 H2 HeadingTOC – 8.3.1 General 8 2 H2 HeadingTOC – 8.3.2 Properties of In-Place Materials and Components 8 3 H2 HeadingTOC – 8.3.3 Condition Assessment 8 10 H2 HeadingTOC – 8.3.4 Knowledge Factor 8 12 H1 HeadingTOC – 8.4 General Assumptions and Requirements 8 12 H2 HeadingTOC – 8.4.1 Stiffness 8 12 H2 HeadingTOC – 8.4.2 Strength and Acceptance Criteria 8 13 H2 HeadingTOC – 8.4.3 Connection Requirements 8 13 H2 HeadingTOC – 8.4.4 Rehabilitation Measures 8 14 H1 HeadingTOC – 8.5 Wood and Light Frame Shear Walls 8 14 H2 HeadingTOC – 8.5.1 General 8 14 H2 HeadingTOC – 8.5.2 Types of Wood Frame Shear Walls 8 15 H2 HeadingTOC – 8.5.3 Types of Light Gage Metal Frame Shear Walls 8 19 H2 HeadingTOC – 8.5.4 Single Layer Horizontal Lumber Sheathing or Siding Shear Walls 8 20 H2 HeadingTOC – 8.5.5 Diagonal Lumber Sheathing Shear Walls 8 27 H2 HeadingTOC – 8.5.6 Vertical Wood Siding Shear Walls 8 27 H2 HeadingTOC – 8.5.7 Wood Siding over Horizontal Sheathing Shear Walls 8 28 H2 HeadingTOC – 8.5.8 Wood Siding over Diagonal Sheathing 8 28 H2 HeadingTOC – 8.5.9 Wood Structural Panel Sheathing 8 29 H2 HeadingTOC – 8.5.10 Stucco on Studs, Sheathing, or Fiberboard 8 30 H2 HeadingTOC – 8.5.11 Gypsum Plaster on Wood Lath 8 31 H2 HeadingTOC – 8.5.12 Gypsum Plaster on Gypsum Lath 8 31 H2 HeadingTOC – 8.5.13 Gypsum Wallboard 8 32 H2 HeadingTOC – 8.5.14 Gypsum Sheathing 8 32 H2 HeadingTOC – 8.5.15 Plaster on Metal Lath 8 33 H2 HeadingTOC – 8.5.16 Horizontal Lumber Sheathing with Cut-In Braces or Diagonal Blocking 8 33 H2 HeadingTOC – 8.5.17 Fiberboard or Particleboard Sheathing 8 34 H2 HeadingTOC – 8.5.18 Light Gage Metal Frame Shear Walls 8 34 H1 HeadingTOC – 8.6 Wood Diaphragms 8 35 H2 HeadingTOC – 8.6.1 General 8 35 H2 HeadingTOC – 8.6.2 Types of Wood Diaphragms 8 35 H2 HeadingTOC – 8.6.3 Single Straight Sheathing 8 39 H2 HeadingTOC – 8.6.4 Double Straight Sheathing 8 40 H2 HeadingTOC – 8.6.5 Single Diagonal Sheathing 8 40 H2 HeadingTOC – 8.6.6 Diagonal Sheathing with Straight Sheathing or Flooring Above 8 41 H2 HeadingTOC – 8.6.7 Double Diagonal Sheathing 8 41
19	H2 HeadingTOC – 8.6.8 Wood Structural Panel Sheathing 8 42 H2 HeadingTOC – 8.6.9 Wood Structural Panel Overlays on Straight or Diagonal Sheathing 8 43 H2 HeadingTOC – 8.6.10 Wood Structural Panel Overlays on Existing Wood Structural Panel Sheathing… H2 HeadingTOC – 8.6.11 Braced Horizontal Diaphragms 8 44 H1 HeadingTOC – 8.7 Wood Foundations 8 44 H2 HeadingTOC – 8.7.1 Types of Wood Foundations 8 44 H2 HeadingTOC – 8.7.2 Analysis, Strength, and Acceptance Criteria of Wood Foundations 8 45 H2 HeadingTOC – 8.7.3 Rehabilitation Measures 8 45 H1 HeadingTOC – 8.8 Other Wood Elements and Components 8 46 H2 HeadingTOC – 8.8.1 General 8 46 H2 HeadingTOC – 8.8.2 Components Supporting Discontinuous Shear Walls 8 46 H0 Chapter TitleTOC – 9. Seismic Isolation and Energy Dissipation 9 1 H1 HeadingTOC – 9.1 Scope 9 1 H1 HeadingTOC – 9.2 Seismic Isolation Systems 9 3 H2 HeadingTOC – 9.2.1 General Requirements 9 3 H2 HeadingTOC – 9.2.2 Mechanical Properties and Modeling of Seismic Isolation Systems 9 4 H2 HeadingTOC – 9.2.3 General Criteria for Seismic Isolation Design 9 15 H2 HeadingTOC – 9.2.4 Linear Procedures 9 17 H2 HeadingTOC – 9.2.5 Nonlinear Procedures 9 19 H2 HeadingTOC – 9.2.6 Nonstructural Components 9 20 H2 HeadingTOC – 9.2.7 Detailed System Requirements 9 20 H2 HeadingTOC – 9.2.8 Design Review 9 22 H2 HeadingTOC – 9.2.9 Isolation System Testing and Design Properties 9 22 H1 HeadingTOC – 9.3 Passive Energy Dissipation Systems 9 25 H2 HeadingTOC – 9.3.1 General Requirements 9 25 H2 HeadingTOC – 9.3.2 Implementation of Energy Dissipation Devices 9 26 H2 HeadingTOC – 9.3.3 Modeling of Energy Dissipation Devices 9 26 H2 HeadingTOC – 9.3.4 Linear Procedures 9 28 H2 HeadingTOC – 9.3.5 Nonlinear Procedures 9 31 H2 HeadingTOC – 9.3.6 Detailed Systems Requirements 9 33 H2 HeadingTOC – 9.3.7 Design Review 9 34 H2 HeadingTOC – 9.3.8 Required Tests of Energy Dissipation Devices 9 34 H1 HeadingTOC – 9.4 Other Response Control Systems 9 37 H0 Chapter TitleTOC – 10. Simplified Rehabilitation 10 1 H1 HeadingTOC – 10.1 Scope 10 1 H1 HeadingTOC – 10.2 Procedure 10 1 H1 HeadingTOC – 10.3 Correction of Deficiencies 10 9 H0 Chapter TitleTOC – 11. Architectural, Mechanical, and Electrical Components 11 1 H1 HeadingTOC – 11.1 Scope 11 1 H1 HeadingTOC – 11.2 Procedure 11 2 H2 HeadingTOC – 11.2.1 Condition Assessment 11 2 H2 HeadingTOC – 11.2.2 Sample Size 11 2
20	H1 HeadingTOC – 11.3 Historical and Component Evaluation Considerations 11 6 H2 HeadingTOC – 11.3.1 Historical Information 11 6 H2 HeadingTOC – 11.3.2 Component Evaluation 11 10 H1 HeadingTOC – 11.4 Rehabilitation Objectives and Performance Levels 11 11 H1 HeadingTOC – 11.5 Structural-Nonstructural Interaction 11 12 H2 HeadingTOC – 11.5.1 Response Modification 11 12 H2 HeadingTOC – 11.5.2 Base Isolation 11 12 H1 HeadingTOC – 11.6 Classification of Acceleration-Sensitive and Deformation-Sensitive Component… H1 HeadingTOC – 11.7 Evaluation Procedures 11 14 H2 HeadingTOC – 11.7.1 Analytical Procedure 11 14 H2 HeadingTOC – 11.7.2 Prescriptive Procedure 11 14 H2 HeadingTOC – 11.7.3 Force Analysis: Default Equations 11 15 H2 HeadingTOC – 11.7.4 Force Analysis: General Equations 11 15 H2 HeadingTOC – 11.7.5 Deformation Analysis 11 16 H2 HeadingTOC – 11.7.6 Other Procedures 11 16 H1 HeadingTOC – 11.8 Rehabilitation Methods 11 19 H1 HeadingTOC – 11.9 Architectural Components: Definition, Behavior, and Acceptance Criteria 11 20 H2 HeadingTOC – 11.9.1 Exterior Wall Elements 11 20 H2 HeadingTOC – 11.9.2 Partitions 11 25 H2 HeadingTOC – 11.9.3 Interior Veneers 11 26 H2 HeadingTOC – 11.9.4 Ceilings 11 27 H2 HeadingTOC – 11.9.5 Parapets and Appendages 11 28 H2 HeadingTOC – 11.9.6 Canopies and Marquees 11 29 H2 HeadingTOC – 11.9.7 Chimneys and Stacks 11 29 H2 HeadingTOC – 11.9.8 Stairs and Stair Enclosures 11 30 H1 HeadingTOC – 11.10 Mechanical, Electrical, and Plumbing Components: Definition, Behavior, and … H2 HeadingTOC – 11.10.1 Mechanical Equipment 11 30 H2 HeadingTOC – 11.10.2 Storage Vessels and Water Heaters 11 32 H2 HeadingTOC – 11.10.3 Pressure Piping 11 33 H2 HeadingTOC – 11.10.4 Fire Suppression Piping 11 34 H2 HeadingTOC – 11.10.5 Fluid Piping other than Fire Suppression 11 34 H2 HeadingTOC – 11.10.6 Ductwork 11 36 H2 HeadingTOC – 11.10.7 Electrical and Communications Equipment 11 36 H2 HeadingTOC – 11.10.8 Electrical and Communications Distribution Components 11 37 H2 HeadingTOC – 11.10.9 Light Fixtures 11 38 H1 HeadingTOC – 11.11 Furnishings and Interior Equipment: Definition, Behavior, and Acceptance Cr… H2 HeadingTOC – 11.11.1 Storage Racks 11 39 H2 HeadingTOC – 11.11.2 Bookcases 11 39 H2 HeadingTOC – 11.11.3 Computer Access Floors 11 40 H2 HeadingTOC – 11.11.4 Hazardous Materials Storage 11 41 H2 HeadingTOC – 11.11.5 Computer and Communication Racks 11 41 H2 HeadingTOC – 11.11.6 Elevators 11 42 H2 HeadingTOC – 11.11.7 Conveyors 11 43
21	H0 Chapter TitleTOC – A. Use of this Standard for Local or Directed Risk Mitigation Programs A 1 H1 HeadingTOC – A.1 General A 1 H1 HeadingTOC – A.2 Initial Considerations for Mitigation Programs A 1 H2 HeadingTOC – A.2.1 Potential Costs of Local or Directed Programs A 1 H2 HeadingTOC – A.2.2 Timetables and Effectiveness A 2 H2 HeadingTOC – A.2.3 Historic Preservation A 2 H1 HeadingTOC – A.3 Use in Passive Programs A 2 H2 HeadingTOC – A.3.1 Selection of Seismic Rehabilitation Triggers A 2 H2 HeadingTOC – A.3.2 Selection of Passive Seismic Rehabilitation Standards A 3 H1 HeadingTOC – A.4 Use in Active or Mandated Programs A 3 H2 HeadingTOC – A.4.1 Selection of Buildings to be Included A 3 H2 HeadingTOC – A.4.2 Selection of Active Seismic Rehabilitation Standards A 3 H1 HeadingTOC – A.5 Social, Economic, and Political Considerations A 3 H2 HeadingTOC – A.5.1 Construction Cost A 4 H2 HeadingTOC – A.5.2 Housing A 4 H2 HeadingTOC – A.5.3 Impacts on Lower-Income Groups A 4 H2 HeadingTOC – A.5.4 Regulations A 4 H2 HeadingTOC – A.5.5 Architecture A 4 H2 HeadingTOC – A.5.6 Community Revitalization A 4 H1 HeadingTOC – A.6 Considerations for Historic Buildings A 4 H2 HeadingTOC – A.6.1 Secretary of Interior’s Standards A 4 H2 HeadingTOC – A.6.2 Application of Building Codes and Standards A 4 H2 HeadingTOC – A.6.3 Rehabilitation Strategies A 5 H2 HeadingTOC – A.6.4 Rehabilitation Objectives A 5 H0 Chapter TitleTOC – Symbols Symbols-1 H0 Chapter TitleTOC – Acronyms Acronyms-1 H0 Chapter TitleTOC – Definitions Definitions-1 H0 Chapter TitleTOC – References References-1 H0 Chapter TitleTOC – Index Index 1
23	ps-lof.pdf List of Figures
25	ps-lot.pdf List of Tables
29	ps-ch01.pdf 1. Rehabilitation Requirements 1.1 Scope C1.1 Scope
30	1.2 Design Basis C1.2 Design Basis
32	1.3 Seismic Rehabilitation Process C1.3 Seismic Rehabilitation Process
34	1.3.1 Review Initial Considerations C1.3.1 Review Initial Considerations
35	1.3.2 Select Rehabilitation Objective C1.3.2 Select Rehabilitation Objective 1.3.3 Obtain As-Built Information 1.3.4 Select Rehabilitation Method C1.3.4 Select Rehabilitation Method 1.3.5 Perform Rehabilitation Design 1.3.6 Verify Rehabilitation Design 1.3.6.1 Redesign Unacceptable Rehabilitation
36	1.3.6.2 Prepare Construction Documents of Acceptable Rehabilitation C1.3.6.2 Prepare Construction Documents of Acceptable Rehabilitation 1.4 Rehabilitation Objectives C1.4 Rehabilitation Objectives
37	1.4.1 Basic Safety Objective C1.4.1 Basic Safety Objective 1.4.2 Enhanced Rehabilitation Objectives C1.4.2 Enhanced Rehabilitation Objectives
38	1.4.3 Limited Rehabilitation Objectives 1.4.3.1 Reduced Rehabilitation Objective 1.4.3.2 Partial Rehabilitation Objective 1.5 Target Building Performance Levels C1.5 Target Building Performance Levels
39	1.5.1 Structural Performance Levels and Ranges C1.5.1 Structural Performance Levels and Ranges 1.5.1.1 Immediate Occupancy Structural Performance Level (S 1)
40	C1.5.1.1 Immediate Occupancy Structural Performance Level (S 1) 1.5.1.2 Damage Control Structural Performance Range (S 2) C1.5.1.2 Damage Control Structural Performance Range (S 2) 1.5.1.3 Life Safety Structural Performance Level (S 3) C1.5.1.3 Life Safety Structural Performance Level (S 3) 1.5.1.4 Limited Safety Structural Performance Range (S 4) 1.5.1.5 Collapse Prevention Structural Performance Level (S 5)
41	C1.5.1.5 Collapse Prevention Structural Performance Level (S 5) 1.5.1.6 Structural Performance Not Considered (S 6) C1.5.1.6 Structural Performance Not Considered (S 6)
45	1.5.2 Nonstructural Performance Levels C1.5.2 Nonstructural Performance Levels
46	1.5.2.1 Operational Nonstructural Performance Level (N A) C1.5.2.1 Operational Nonstructural Performance Level (N A) 1.5.2.2 Immediate Occupancy Nonstructural Performance Level (N B) C1.5.2.2 Immediate Occupancy Nonstructural Performance Level (N B) 1.5.2.3 Life Safety Nonstructural Performance Level (N-C) C1.5.2.3 Life Safety Nonstructural Performance Level (N-C)
47	1.5.2.4 Hazards Reduced Nonstructural Performance Level (N-D) C1.5.2.4 Hazards Reduced Nonstructural Performance Level (N-D) 1.5.2.5 Nonstructural Performance Not Considered (N E) C1.5.2.5 Nonstructural Performance Not Considered (N E)
51	1.5.3 Designation of Target Building Performance Levels C1.5.3 Designation of Target Building Performance Levels
52	1.5.3.1 Operational Building Performance Level (1 A) C1.5.3.1 Operational Building Performance Level (1 A) 1.5.3.2 Immediate Occupancy Building Performance Level (1-B) C1.5.3.2 Immediate Occupancy Building Performance Level (1-B) 1.5.3.3 Life Safety Building Performance Level (3-C) C1.5.3.3 Life Safety Building Performance Level (3-C)
53	1.5.3.4 Collapse Prevention Building Performance Level (5-E) C1.5.3.4 Collapse Prevention Building Performance Level (5-E)
54	1.6 Seismic Hazard C1.6 Seismic Hazard
55	1.6.1 General Procedure for Hazard Due to Ground Shaking C1.6.1 General Procedure for Hazard Due to Ground Shaking
56	1.6.1.1 BSE-2 Response Acceleration Parameters
57	C1.6.1.1 BSE-2 Response Acceleration Parameters 1.6.1.2 BSE-1 Response Acceleration Parameters C1.6.1.2 BSE-1 Response Acceleration Parameters 1.6.1.3 Adjustment of Mapped Response Acceleration Parameters for Other Probabilities of Exceedance
58	1.6.1.4 Adjustment for Site Class
60	1.6.1.5 General Response Spectrum
62	1.6.2 Site-Specific Procedure for Hazard Due to Ground Shaking 1.6.2.1 Site-Specific Response Spectra
63	C1.6.2.1 Procedure for Site-Specific Response Spectrum 1.6.2.2 Acceleration Time Histories 1.6.3 Zones of Seismicity 1.6.3.1 Zones of High Seismicity
64	1.6.3.2 Zones of Moderate Seismicity 1.6.3.3 Zones of Low Seismicity
65	ps-ch02.pdf 2. General Requirements 2.1 Scope 2.2 As-Built Information C2.2 As-Built Information
66	2.2.1 Building Configuration C2.2.1 Building Configuration 2.2.2 Component Properties C2.2.2 Component Properties 2.2.3 Site Characterization and Geotechnical Information
67	C2.2.3 Site Characterization and Geotechnical Information 2.2.4 Adjacent Buildings 2.2.4.1 Building Pounding C2.2.4.1 Building Pounding 2.2.4.2 Shared Element Condition C2.2.4.2 Shared Element Condition 2.2.4.3 Hazards from Adjacent Buildings C2.2.4.3 Hazards from Adjacent Buildings
68	2.2.5 Primary and Secondary Elements and Components 2.2.6 Data Collection Requirements 2.2.6.1 Minimum Data Collection Requirements
69	2.2.6.2 Usual Data Collection Requirements 2.2.6.3 Comprehensive Data Collection Requirements
70	2.2.6.4 Knowledge Factor 2.2.6.4.1 General C2.2.6.4.1 General 2.2.6.4.2 Linear Procedures 2.2.6.4.3 Nonlinear Procedures 2.2.6.4.4 Assumed values of Knowledge Factor 2.3 Rehabilitation Methods 2.3.1 Simplified Rehabilitation Method C2.3.1 Simplified Rehabilitation Method
71	2.3.2 Systematic Rehabilitation Method C2.3.2 Systematic Rehabilitation Method
72	2.4 Analysis Procedures C2.4 Analysis Procedures
73	2.4.1 Linear Procedures C2.4.1 Linear Procedures 2.4.1.1 Method to Determine Limitations on Use of Linear Procedures
74	C2.4.1.1 Method to Determine Limitations on Use of Linear Procedures 2.4.1.1.1 In-Plane Discontinuity Irregularity 2.4.1.1.2 Out-of-Plane Discontinuity Irregularity 2.4.1.1.3 Severe Weak Story Irregularity
75	2.4.1.1.4 Severe Torsional Strength Irregularity 2.4.1.2 Limitations on Use of the Linear Static Procedure C2.4.1.2 Limitations on Use of the Linear Static Procedure 2.4.2 Nonlinear Procedures 2.4.2.1 Nonlinear Static Procedure
76	C2.4.2.1 Nonlinear Static Procedure 2.4.2.2 Nonlinear Dynamic Procedure 2.4.3 Alternative Rational Analysis 2.4.4 Acceptance Criteria 2.4.4.1 General 2.4.4.2 Primary and Secondary Elements and Components 2.4.4.2.1 Primary Elements and Components
77	2.4.4.2.2 Secondary Elements and Components C2.4.4.2 Primary and Secondary Elements and Components 2.4.4.3 Deformation- and Force-Controlled Actions
78	2.4.4.3.1 Deformation-Controlled and Force- Controlled Behavior C2.4.4.3.1 Deformation-Controlled and Force- Controlled Behavior
80	2.4.4.4 Expected and Lower-Bound Strength C2.4.4.4 Expected and Lower-Bound Strength 2.4.4.5 Material Properties C2.4.4.5 Material Properties 2.4.4.6 Component Capacities 2.4.4.6.1 General 2.4.4.6.2 Nonlinear Procedures 2.4.4.6.3 Linear Procedures
81	2.5 Rehabilitation Strategies C2.5 Rehabilitation Strategies 2.5.1 Local Modification of Components C2.5.1 Local Modification of Components
82	2.5.2 Removal or Lessening of Existing Irregularities C2.5.2 Removal or Lessening of Existing Irregularities 2.5.3 Global Structural Stiffening C2.5.3 Global Structural Stiffening
83	2.5.4 Global Structural Strengthening C2.5.4 Global Structural Strengthening 2.5.5 Mass Reduction C2.5.5 Mass Reduction 2.5.6 Seismic Isolation C2.5.6 Seismic Isolation
84	2.5.7 Supplemental Energy Dissipation C2.5.7 Supplemental Energy Dissipation 2.6 General Design Requirements 2.6.1 Multidirectional Seismic Effects 2.6.2 P-D Effects 2.6.3 Horizontal Torsion 2.6.4 Overturning 2.6.5 Continuity
85	2.6.6 Diaphragms 2.6.6.1 Diaphragm Chords 2.6.6.2 Diaphragm Collectors 2.6.6.3 Diaphragm Ties
86	2.6.7 Walls 2.6.7.1 Out-of-Plane Anchorage to Diaphragms 2.6.7.2 Out-of-Plane Strength
87	2.6.8 Nonstructural Components 2.6.9 Structures Sharing Common Elements 2.6.9.1 Interconnection 2.6.9.2 Separation 2.6.10 Building Separation 2.6.10.1 Minimum Separation
88	2.6.10.2 Exceptions C2.6.10.2 Exceptions 2.6.11 Vertical Seismic Effects 2.7 Construction Quality Assurance C2.7 Construction Quality Assurance
89	2.7.1 Construction Quality Assurance Plan C2.7.1 Construction Quality Assurance Plan 2.7.2 Construction Quality Assurance Requirements 2.7.2.1 Requirements for the Design Professional C2.7.2.1 Requirements for the Design Professional 2.7.2.2 Special Inspection 2.7.2.3 Testing
90	2.7.2.4 Reporting and Compliance Procedures 2.7.3 Responsibilities of the Code Official C2.7.3 Responsibilities of the Code Official
91	2.8 Alternative Modeling Parameters and Acceptance Criteria 2.8.1 Experimental Setup 2.8.2 Data Reduction and Reporting
92	2.8.3 Design Parameters and Acceptance Criteria
95	ps-ch03.pdf 3. Analysis Procedures 3.1 Scope C3.1 Scope 3.2 General Analysis Requirements 3.2.1 Analysis Procedure Selection C3.2.1 Analysis Procedure Selection
96	3.2.2 Mathematical Modeling 3.2.2.1 Basic Assumptions C3.2.2.1 Basic Assumptions 3.2.2.2 Horizontal Torsion
97	C3.2.2.2 Horizontal Torsion
98	3.2.2.3 Primary and Secondary Elements and Components C3.2.2.3 Primary and Secondary Elements and Components 3.2.2.4 Stiffness and Strength Assumptions 3.2.2.5 Foundation Modeling 3.2.3 Configuration C3.2.3 Configuration 3.2.4 Diaphragms 3.2.4.1 General
99	3.2.4.2 Classification of Diaphragms 3.2.4.3 Mathematical Modeling C3.2.4 Diaphragms 3.2.5 P D Effects 3.2.5.1 Static P D Effects
100	3.2.5.2 Dynamic P D Effects C3.2.5 P-D Effects 3.2.6 Soil Structure Interaction
101	C3.2.6 Soil Structure Interaction 3.2.6.1 Simplified Procedure 3.2.6.2 Explicit Modeling Procedure 3.2.7 Multidirectional Seismic Effects 3.2.7.1 Concurrent Seismic Effects
102	3.2.7.2 Vertical Seismic Effects 3.2.8 Component Gravity Loads for Load Combinations C3.2.8 Component Gravity Loads for Load Combinations 3.2.9 Verification of Design Assumptions C3.2.9 Verification of Design Assumptions
103	3.2.10 Overturning C3.2.10 Overturning 3.2.10.1 Linear Procedures
104	C3.2.10.1 Linear Procedures 3.2.10.2 Nonlinear Procedures 3.3 Analysis Procedures 3.3.1 Linear Static Procedure 3.3.1.1 Basis of the Procedure
105	C3.3.1.1 Basis of the Procedure 3.3.1.2 Period Determination
106	C3.3.1.2 Period Determination
107	3.3.1.3 Determination of Forces and Deformations
110	3.3.2 Linear Dynamic Procedure 3.3.2.1 Basis of the Procedure C3.3.2.1 Basis of the Procedure 3.3.2.2 Modeling and Analysis Considerations
111	C3.3.2.2 Modeling and Analysis Considerations 3.3.2.3 Determination of Forces and Deformations
112	3.3.3 Nonlinear Static Procedure 3.3.3.1 Basis of the Procedure C3.3.3.1 Basis of the Procedure 3.3.3.2 Modeling and Analysis Considerations
114	3.3.3.3 Determination of Forces and Deformations
118	3.3.4 Nonlinear Dynamic Procedure 3.3.4.1 Basis of the Procedure C3.3.4.1 Basis of the Procedure 3.3.4.2 Modeling and Analysis Considerations
119	3.3.4.3 Determination of Forces and Deformations 3.4 Acceptance Criteria 3.4.1 General Requirements 3.4.2 Linear Procedures 3.4.2.1 Design Forces and Deformations
120	3.4.2.2 Acceptance Criteria for Linear Procedures
121	3.4.3 Nonlinear Procedures 3.4.3.1 Design Forces and Deformations 3.4.3.2 Acceptance Criteria for Nonlinear Procedures
123	ps-ch04.pdf 4. Foundations and Geologic Site Hazards 4.1 Scope C4.1 Scope 4.2 Site Characterization C4.2 Site Characterization 4.2.1 Foundation Information 4.2.1.1 Foundation Conditions 4.2.1.1.1 Structural Foundation Information C4.2.1.1.1 Structural Foundation Information 4.2.1.1.2 Subsurface Soil Conditions
124	C4.2.1.1.2 Subsurface Soil Conditions 4.2.1.2 Design Foundation Loads 4.2.1.3 Load-Deformation Characteristics Under Seismic Loading C4.2.1.3 Load-Deformation Characteristics Under Seismic Loading 4.2.2 Seismic Geologic Site Hazards 4.2.2.1 Fault Rupture
125	C4.2.2.1 Fault Rupture 4.2.2.2 Liquefaction
127	C4.2.2.2 Liquefaction
129	4.2.2.3 Differential Compaction C4.2.2.3 Differential Compaction 4.2.2.4 Landsliding
130	C4.2.2.4 Landsliding 4.2.2.5 Flooding or Inundation 4.3 Mitigation of Seismic-Geologic Site Hazards C4.3 Mitigation of Seismic-Geologic Site Hazards
131	1. Fault Rupture 2. Liquefaction 2.1 Modification of the Structure 2.2 Modification of the Foundation 2.3 Modification of the Soil Conditions 2.4 Mitigation of the Lateral Spreading 3. Differential Compaction 4. Landslide
132	5. Flooding or Inundation 4.4 Foundation Strength and Stiffness C4.4 Foundation Strength and Stiffness
133	4.4.1 Expected Capacities of Foundations C4.4.1 Expected Capacities of Foundations 4.4.1.1 Presumptive Capacities 4.4.1.1.1 Presumptive Capacities of Shallow Foundations 4.4.1.1.2 Presumptive Capacities of Deep Foundations C4.4.1.1.2 Presumptive Capacities of Deep Foundations
136	4.4.1.2 Prescriptive Expected Capacities
137	4.4.1.3 Site-Specific Capacities 4.4.2 Load-Deformation Characteristics for Foundations C4.4.2 Load-Deformation Characteristics for Foundations
140	4.4.2.1 Shallow Bearing Foundations 4.4.2.1.1 Stiffness Parameters C4.4.2.1.1 Stiffness Parameters
141	4.4.2.1.2 Method 1
143	C4.4.2.1.2 Method 1
145	4.4.2.1.3 Method 2 C4.4.2.1.3 Method 2
146	4.4.2.1.4 Method 3 4.4.2.1.5 Capacity Parameters C4.4.2.1.5 Capacity Parameters
147	4.4.2.2 Pile Foundations 4.4.2.2.1 Stiffness Parameters C4.4.2.2.1 Stiffness Parameters 4.4.2.2.2 Capacity Parameters
148	C4.4.2.2.2 Capacity Parameters
149	4.4.2.3 Drilled Shafts C4.4.2.3 Drilled Shafts 4.4.3 Foundation Acceptability Criteria 4.4.3.1 Simplified Rehabilitation 4.4.3.2 Linear Procedures 4.4.3.2.1 Fixed Base Assumption
150	4.4.3.2.2 Flexible Base Assumption 4.4.3.3 Nonlinear Procedures 4.4.3.3.1 Fixed Base Assumption 4.4.3.3.2 Flexible Base Assumption 4.5 Seismic Earth Pressure
151	C4.5 Seismic Earth Pressure 4.6 Foundation Rehabilitation C4.6 Foundation Rehabilitation 1. Soil Material Improvements
152	2. Shallow Foundation Rehabilitation 3. Deep Foundation Rehabilitation
153	ps-ch05.pdf 5. Steel 5.1 Scope C5.1 Scope 5.2 Material Properties Based on Historical Information C5.2 Material Properties Based on Historical Information 5.3 Material Properties and Condition Assessment 5.3.1 General
154	C5.3.1 General 5.3.2 Properties of In-Place Materials and Components 5.3.2.1 Material Properties 5.3.2.1.1 General 5.3.2.1.2 Nominal Properties C5.3.2.1 Material Properties 5.3.2.2 Component Properties
155	5.3.2.3 Test Methods to Quantify Properties C5.3.2.3 Test Methods to Quantify Properties
156	5.3.2.4 Minimum Number of Tests 5.3.2.4.1 Usual Testing 5.3.2.4.2 Comprehensive Testing C5.3.2.4 Minimum Number of Tests
157	5.3.2.5 Default Properties
160	5.3.3 Condition Assessment 5.3.3.1 General C5.3.3.1 General 5.3.3.2 Scope and Procedures C5.3.3.2 Scope and Procedures
161	5.3.3.3 Basis for the Mathematical Building Model 5.3.4 Knowledge Factor 5.4 General Assumptions and Requirements 5.4.1 Stiffness 5.4.2 Design Strengths and Acceptance Criteria 5.4.2.1 General 5.4.2.2 Deformation-Controlled Actions 5.4.2.3 Force-Controlled Actions 5.4.3 Rehabilitation Measures
162	5.5 Steel Moment Frames 5.5.1 General C5.5.1 General
164	5.5.2 Fully Restrained Moment Frames 5.5.2.1 General C5.5.2.1 General 5.5.2.2 Stiffness 5.5.2.2.1 Linear Static and Dynamic Procedures
165	5.5.2.2.2 Nonlinear Static Procedure
166	C5.5.2.2.2 Nonlinear Static Procedure 5.5.2.2.3 Nonlinear Dynamic Procedure C5.5.2.2.3 Nonlinear Dynamic Procedure 5.5.2.3 Strength 5.5.2.3.1 General 5.5.2.3.2 Linear Static and Dynamic Procedures
167	C5.5.2.3.2 Linear Static and Dynamic Procedures
168	5.5.2.3.3 Nonlinear Static Procedure 5.5.2.3.4 Nonlinear Dynamic Procedures C5.5.2.3.4 Nonlinear Dynamic Procedures 5.5.2.4 Acceptance Criteria 5.5.2.4.1 General C5.5.2.4.1 General 5.5.2.4.2 Linear Static and Dynamic Procedures
171	C5.5.2.4.2 Linear Static and Dynamic Procedures 5.5.2.4.3 Nonlinear Static and Dynamic Procedures
172	C5.5.2.4.3 Nonlinear Static and Dynamic Procedures
173	5.5.2.5 Rehabilitation Measures C5.5.2.5 Rehabilitation Measures
174	5.5.3 Partially Restrained Moment Frames 5.5.3.1 General C5.5.3.1 General 5.5.3.2 Stiffness 5.5.3.2.1 Linear Static and Dynamic Procedures
175	C5.5.3.2.1 Linear Static and Dynamic Procedures 5.5.3.2.2 Nonlinear Static Procedure C5.5.3.2.2 Nonlinear Static Procedure 5.5.3.2.3 Nonlinear Dynamic Procedure C5.5.3.2.3 Nonlinear Dynamic Procedure 5.5.3.3 Strength 5.5.3.3.1 General 5.5.3.3.2 Linear Static and Dynamic Procedures
178	5.5.3.3.3 Nonlinear Static Procedure 5.5.3.3.4 Nonlinear Dynamic Procedure C5.5.3.3.4 Nonlinear Dynamic Procedure
179	5.5.3.4 Acceptance Criteria 5.5.3.4.1 General C5.5.3.4.1 General 5.5.3.4.2 Linear Static and Dynamic Procedures 5.5.3.4.3 Nonlinear Static and Dynamic Procedures 5.5.3.5 Rehabilitation Measures C5.5.3.5 Rehabilitation Measures 5.6 Steel Braced Frames 5.6.1 General C5.6.1 General
180	5.6.2 Concentric Braced Frames (CBF) 5.6.2.1 General 5.6.2.2 Stiffness 5.6.2.2.1 Linear Static and Dynamic Procedures 5.6.2.2.2 Nonlinear Static Procedure C5.6.2.2.2 Nonlinear Static Procedure 5.6.2.2.3 Nonlinear Dynamic Procedure C5.6.2.2.3 Nonlinear Dynamic Procedure 5.6.2.3 Strength 5.6.2.3.1 General 5.6.2.3.2 Linear Static and Dynamic Procedures
181	5.6.2.3.3 Nonlinear Static Procedure 5.6.2.3.4 Nonlinear Dynamic Procedure C5.6.2.3.4 Nonlinear Dynamic Procedure 5.6.2.4 Acceptance Criteria 5.6.2.4.1 General 5.6.2.4.2 Linear Static and Dynamic Procedures 5.6.2.4.3 Nonlinear Static and Dynamic Procedures 5.6.2.5 Rehabilitation Measures C5.6.2.5 Rehabilitation Measures
182	5.6.3 Eccentric Braced Frames (EBF) 5.6.3.1 General 5.6.3.2 Stiffness 5.6.3.2.1 Linear Static and Dynamic Procedures 5.6.3.2.2 Nonlinear Static Procedure 5.6.3.2.3 Nonlinear Dynamic Procedure C5.6.3.2.3 Nonlinear Dynamic Procedure 5.6.3.3 Strength 5.6.3.3.1 General 5.6.3.3.2 Linear Static and Dynamic Procedures
183	5.6.3.3.3 Nonlinear Static Procedure 5.6.3.3.4 Nonlinear Dynamic Procedure 5.6.3.4 Acceptance Criteria 5.6.3.4.1 General 5.6.3.4.2 Linear Static and Dynamic Procedures C5.6.3.4.2 Linear Static and Dynamic Procedures 5.6.3.4.3 Nonlinear Static and Dynamic Procedures
184	5.6.3.5 Rehabilitation Measures C5.6.3.5 Rehabilitation Measures 5.7 Steel Plate Shear Walls 5.7.1 General C5.7.1 General 5.7.2 Stiffness 5.7.2.1 Linear Static and Dynamic Procedures 5.7.2.2 Nonlinear Static Procedure 5.7.2.3 Nonlinear Dynamic Procedure C5.7.2.3 Nonlinear Dynamic Procedure 5.7.3 Strength 5.7.3.1 General
185	5.7.3.2 Linear Static and Dynamic Procedures 5.7.3.3 Nonlinear Static and Dynamic Procedures 5.7.4 Acceptance Criteria 5.7.4.1 Linear Static and Dynamic Procedures 5.7.4.2 Nonlinear Static and Dynamic Procedures 5.7.5 Rehabilitation Measures C5.7.5 Rehabilitation Measures
186	5.8 Steel Frames with Infills C5.8 Steel Frames with Infills
197	5.9 Diaphragms 5.9.1 Bare Metal Deck Diaphragms 5.9.1.1 General C5.9.1.1 General 5.9.1.2 Stiffness 5.9.1.2.1 Linear Procedures C5.9.1.2.1 Linear Procedures 5.9.1.2.2 Nonlinear Static Procedure 5.9.1.3 Strength C5.9.1.3 Strength
198	5.9.1.4 Acceptance Criteria C5.9.1.4 Acceptance Criteria 5.9.1.5 Rehabilitation Measures C5.9.1.5 Rehabilitation Measures 5.9.2 Metal Deck Diaphragms with Structural Concrete Topping 5.9.2.1 General C5.9.2.1 General
199	5.9.2.2 Stiffness 5.9.2.2.1 Linear Procedures C5.9.2.2.1 Linear Procedures 5.9.2.2.2 Nonlinear Procedures 5.9.2.3 Strength C5.9.2.3 Strength 5.9.2.4 Acceptance Criteria
200	C5.9.2.4 Acceptance Criteria 5.9.2.5 Rehabilitation Measures C5.9.2.5 Rehabilitation Measures 5.9.3 Metal Deck Diaphragms with Nonstructural Concrete Topping 5.9.3.1 General C5.9.3.1 General 5.9.3.2 Stiffness 5.9.3.2.1 Linear Procedures C5.9.3.2.1 Linear Procedures
201	5.9.3.2.2 Nonlinear Procedures 5.9.3.3 Strength 5.9.3.4 Acceptance Criteria C5.9.3.4 Acceptance Criteria 5.9.3.5 Rehabilitation Measures C5.9.3.5 Rehabilitation Measures 5.9.4 Horizontal Steel Bracing (Steel Truss Diaphragms) 5.9.4.1 General
202	C5.9.4.1 General 5.9.4.2 Stiffness 5.9.4.2.1 Linear Procedures 5.9.4.2.2 Nonlinear Procedures 5.9.4.3 Strength 5.9.4.4 Acceptance Criteria 5.9.4.4.1 Linear Procedures 5.9.4.4.2 Nonlinear Procedures
203	5.9.4.5 Rehabilitation Measures C5.9.4.5 Rehabilitation Measures 5.9.5 Archaic Diaphragms 5.9.5.1 General C5.9.5.1 General 5.9.5.2 Stiffness 5.9.5.2.1 Linear Procedures 5.9.5.2.2 Nonlinear Procedures C5.9.5.2.2 Nonlinear Procedures 5.9.5.3 Strength
204	5.9.5.4 Acceptance Criteria 5.9.5.5 Rehabilitation Measures C5.9.5.5 Rehabilitation Measures 5.9.6 Chord and Collector Elements 5.9.6.1 General C5.9.6.1 General 5.9.6.2 Stiffness 5.9.6.3 Strength 5.9.6.4 Acceptance Criteria
205	5.9.6.5 Rehabilitation Measures C5.9.6.5 Rehabilitation Measures 5.10 Steel Pile Foundations 5.10.1 General C5.10.1 General 5.10.2 Stiffness 5.10.3 Strength 5.10.4 Acceptance Criteria C5.10.4 Acceptance Criteria
206	5.10.5 Rehabilitation Measures C5.10.5 Rehabilitation Measures 5.11 Cast and Wrought Iron 5.11.1 General 5.11.2 Stiffness 5.11.3 Strength and Acceptance Criteria
207	ps-ch06.pdf 6. Concrete 6.1 Scope C6.1 Scope 6.2 Material Properties Based on Historical Information C6.2 Material Properties Based on Historical Information
210	6.3 Material Properties and Condition Assessment 6.3.1 General C6.3.1 General 6.3.2 Properties of In-Place Materials and Components 6.3.2.1 Material Properties 6.3.2.1.1 General
211	C6.3.2.1.1 General 6.3.2.1.2 Nominal or Specified Properties 6.3.2.2 Component Properties C6.3.2.2 Component Properties 6.3.2.3 Test Methods to Quantify Material Properties 6.3.2.3.1 General
212	6.3.2.3.2 Sampling C6.3.2.3 Test Methods to Quantify Material Properties 6.3.2.4 Minimum Number of Tests
213	C6.3.2.4 Minimum Number of Tests 6.3.2.4.1 Comprehensive Testing 6.3.2.4.2 Concrete Materials C6.3.2.4.2 Concrete Materials 6.3.2.4.3 Conventional Reinforcing and Connector Steels
214	6.3.2.4.4 Prestressing Steels 6.3.2.4.5 Usual Testing C6.3.2.4.5 Usual Testing 6.3.2.5 Default Properties
215	C6.3.2.5 Default Properties 6.3.3 Condition Assessment 6.3.3.1 General 6.3.3.2 Scope and Procedures C6.3.3.2 Scope and Procedures 6.3.3.2.1 Visual Condition Assessment
216	6.3.3.2.2 Comprehensive Condition Assessment 6.3.3.2.3 Additional Testing C6.3.3.2.3 Additional Testing 6.3.3.3 Basis for the Mathematical Building Model
217	6.3.4 Knowledge Factor 6.4 General Assumptions and Requirements 6.4.1 Modeling and Design 6.4.1.1 General Approach 6.4.1.2 Stiffness 6.4.1.2.1 Linear Procedures
218	6.4.1.2.2 Nonlinear Procedures
219	C6.4.1.2.2 Nonlinear Procedures (b) Deformation Ratio, or Type II
220	6.4.1.3 Flanged Construction 6.4.2 Strength and Deformability 6.4.2.1 General C6.4.2.1 General 6.4.2.2 Deformation-Controlled Actions C6.4.2.2 Deformation-Controlled Actions
221	6.4.2.3 Force-Controlled Actions 6.4.2.4 Component Ductility Demand Classification 6.4.3 Flexure and Axial Loads
222	C6.4.3 Flexure and Axial Loads 6.4.3.1 Usable Strain Limits 6.4.4 Shear and Torsion
223	6.4.5 Development and Splices of Reinforcement
224	C6.4.5 Development and Splices of Reinforcement 6.4.5.1 Square Reinforcing Bars 6.4.6 Connections to Existing Concrete 6.4.6.1 Cast-In-Place Systems 6.4.6.2 Post-Installed Systems 6.4.6.3 Quality Assurance 6.4.7 Rehabilitation—General Requirements
225	6.5 Concrete Moment Frames 6.5.1 Types of Concrete Moment Frames 6.5.1.1 Reinforced Concrete Beam-Column Moment Frames 6.5.1.2 Post-Tensioned Concrete Beam- Column Moment Frames 6.5.1.3 Slab-Column Moment Frames
226	6.5.2 Reinforced Concrete Beam-Column Moment Frames 6.5.2.1 General Considerations 6.5.2.2 Stiffness for Analysis 6.5.2.2.1 Linear Static and Dynamic Procedures 6.5.2.2.2 Nonlinear Static Procedure
230	6.5.2.2.3 Nonlinear Dynamic Procedure 6.5.2.3 Strength 6.5.2.3.1 Columns
231	6.5.2.4 Acceptance Criteria 6.5.2.4.1 Linear Static and Dynamic Procedures 6.5.2.4.2 Nonlinear Static and Dynamic Procedures
235	6.5.2.5 Rehabilitation Measures C6.5.2.5 Rehabilitation Measures 6.5.3 Post Tensioned Concrete Beam Column Moment Frames 6.5.3.1 General Considerations
236	6.5.3.2 Stiffness 6.5.3.2.1 Linear Static and Dynamic Procedures 6.5.3.2.2 Nonlinear Static Procedure 6.5.3.2.3 Nonlinear Dynamic Procedure 6.5.3.3 Strength 6.5.3.4 Acceptance Criteria 6.5.3.5 Rehabilitation Measures C6.5.3.5 Rehabilitation Measures 6.5.4 Slab-Column Moment Frames 6.5.4.1 General Considerations
237	6.5.4.2 Stiffness 6.5.4.2.1 Linear Static and Dynamic Procedures 6.5.4.2.2 Nonlinear Static Procedure 6.5.4.2.3 Nonlinear Dynamic Procedure 6.5.4.3 Strength
238	6.5.4.4 Acceptance Criteria 6.5.4.4.1 Linear Static and Dynamic Procedures
239	6.5.4.4.2 Nonlinear Static and Dynamic Procedures 6.5.4.5 Rehabilitation Measures C6.5.4.5 Rehabilitation Measures
240	6.6 Precast Concrete Frames 6.6.1 Types of Precast Concrete Frames
241	6.6.1.1 Precast Concrete Frames that Emulate Cast in Place Moment Frames C6.6.1.1 Precast Concrete Frames that Emulate Cast in Place Moment Frames 6.6.1.2 Precast Concrete Moment Frames Constructed with Dry Joints C6.6.1.2 Precast Concrete Moment Frames Constructed with Dry Joints 6.6.1.3 Precast Concrete Frames Not Expected to Resist Lateral Load Directly 6.6.2 Precast Concrete Frames that Emulate Cast in Place Moment Frames 6.6.2.1 General Considerations 6.6.2.2 Stiffness 6.6.2.3 Strength 6.6.2.4 Acceptance Criteria
242	6.6.2.5 Rehabilitation Measures C6.6.2.5 Rehabilitation Measures 6.6.3 Precast Concrete Moment Frames Constructed with Dry Joints 6.6.3.1 General Considerations C6.6.3.1 General Considerations 6.6.3.2 Stiffness 6.6.3.3 Strength C6.6.3.3 Strength 6.6.3.4 Acceptance Criteria C6.6.3.4 Acceptance Criteria 6.6.3.5 Rehabilitation Measures C6.6.3.5 Rehabilitation Measures
243	6.6.4 Precast Concrete Frames Not Expected to Resist Lateral Loads Directly 6.6.4.1 General Considerations 6.6.4.2 Stiffness C6.6.4.2 Stiffness 6.6.4.3 Strength 6.6.4.4 Acceptance Criteria 6.6.4.5 Rehabilitation Measures C6.6.4.5 Rehabilitation Measures 6.7 Concrete Frames with Infills 6.7.1 Types of Concrete Frames with Infills
244	6.7.1.1 Types of Frames 6.7.1.2 Masonry Infills 6.7.1.3 Concrete Infills C6.7.1.3 Concrete Infills 6.7.2 Concrete Frames with Masonry Infills 6.7.2.1 General Considerations C6.7.2.1 General Considerations 6.7.2.2 Stiffness 6.7.2.2.1 Linear Static and Dynamic Procedures 6.7.2.2.2 Nonlinear Static Procedure
245	6.7.2.2.3 Nonlinear Dynamic Procedure 6.7.2.3 Strength 6.7.2.4 Acceptance Criteria 6.7.2.4.1 Linear Static and Dynamic Procedures 6.7.2.4.2 Nonlinear Static and Dynamic Procedures
246	6.7.2.5 Rehabilitation Measures
247	C6.7.2.5 Rehabilitation Measures 6.7.3 Concrete Frames with Concrete Infills 6.7.3.1 General Considerations
248	6.7.3.2 Stiffness 6.7.3.2.1 Linear Static and Dynamic Procedures 6.7.3.2.2 Nonlinear Static Procedure 6.7.3.2.3 Nonlinear Dynamic Procedure 6.7.3.3 Strength 6.7.3.4 Acceptance Criteria
249	6.7.3.5 Rehabilitation Measures C6.7.3.5 Rehabilitation Measures 6.8 Concrete Shear Walls 6.8.1 Types of Concrete Shear Walls and Associated Components C6.8.1 Types of Concrete Shear Walls and Associated Components
251	6.8.1.1 Monolithic Reinforced Concrete Shear Walls and Wall Segments C6.8.1.1 Monolithic Reinforced Concrete Shear Walls and Wall Segments
252	6.8.1.2 Reinforced Concrete Columns Supporting Discontinuous Shear Walls C6.8.1.2 Reinforced Concrete Columns Supporting Discontinuous Shear Walls 6.8.1.3 Reinforced Concrete Coupling Beams C6.8.1.3 Reinforced Concrete Coupling Beams 6.8.2 Reinforced Concrete Shear Walls, Wall Segments, Coupling Beams, and RC Columns Supporting D… 6.8.2.1 General Considerations
253	C6.8.2.1 General Considerations 6.8.2.2 Stiffness 6.8.2.2.1 Linear Static and Dynamic Procedures 6.8.2.2.2 Nonlinear Static Procedure
255	6.8.2.2.3 Nonlinear Dynamic Procedure 6.8.2.3 Strength C6.8.2.3 Strength
256	6.8.2.4 Acceptance Criteria 6.8.2.4.1 Linear Static and Dynamic Procedures 6.8.2.4.2 Nonlinear Static and Dynamic Procedures
261	6.8.2.5 Rehabilitation Measures C6.8.2.5 Rehabilitation Measures
262	6.9 Precast Concrete Shear Walls 6.9.1 Types of Precast Shear Walls 6.9.1.1 Construction that Emulates Cast In Place Shear Wall C6.9.1.1 Construction that Emulates Cast In Place Shear Wall 6.9.1.2 Jointed Construction C6.9.1.2 Jointed Construction
263	6.9.1.3 Tilt-up Construction 6.9.2 Precast Concrete Shear Walls and Wall Segments 6.9.2.1 General Considerations 6.9.2.2 Stiffness 6.9.2.2.1 Linear Static and Dynamic Procedures 6.9.2.2.2 Nonlinear Static Procedure
264	6.9.2.2.3 Nonlinear Dynamic Procedure 6.9.2.3 Strength C6.9.2.3 Strength 6.9.2.4 Acceptance Criteria 6.9.2.4.1 Linear Static and Dynamic Procedures
265	6.9.2.4.2 Nonlinear Static and Dynamic Procedures 6.9.2.5 Rehabilitation Measures C6.9.2.5 Rehabilitation Measures
266	6.10 Concrete-Braced Frames 6.10.1 Types of Concrete-Braced Frames 6.10.2 General Considerations 6.10.3 Stiffness 6.10.3.1 Linear Static and Dynamic Procedures 6.10.3.2 Nonlinear Static Procedure
267	6.10.3.3 Nonlinear Dynamic Procedure 6.10.4 Strength 6.10.5 Acceptance Criteria 6.10.5.1 Linear Static and Dynamic Procedures 6.10.5.2 Nonlinear Static and Dynamic Procedures 6.10.6 Rehabilitation Measures C6.10.6 Rehabilitation Measures 6.11 Cast-in-Place Concrete Diaphragms 6.11.1 Components of Concrete Diaphragms 6.11.1.1 Slabs 6.11.1.2 Struts and Collectors
268	6.11.1.3 Diaphragm Chords C6.11.1.3 Diaphragm Chords 6.11.2 Analysis, Modeling, and Acceptance Criteria 6.11.2.1 General Considerations C6.11.2.1 General Considerations 6.11.2.2 Stiffness C6.11.2.2 Stiffness 6.11.2.3 Strength 6.11.2.4 Acceptance Criteria
269	6.11.3 Rehabilitation Measures C6.11.3 Rehabilitation Measures 6.12 Precast Concrete Diaphragms 6.12.1 Components of Precast Concrete Diaphragms C6.12.1 Components of Precast Concrete Diaphragms 6.12.2 Analysis, Modeling, and Acceptance Criteria
270	C6.12.2 Analysis, Modeling, and Acceptance Criteria 6.12.3 Rehabilitation Measures C6.12.3 Rehabilitation Measures 6.13 Concrete Foundation Elements 6.13.1 Types of Concrete Foundations 6.13.1.1 Shallow Foundations 6.13.1.2 Deep Foundations 6.13.1.2.1 Driven Pile Foundations 6.13.1.2.2 Cast-in-Place Pile Foundations C6.13.1.2 Deep Foundations C6.13.1.2.1 Driven Pile Foundations
271	C6.13.1.2.2 Cast-in-Place Pile Foundations 6.13.2 Analysis of Existing Foundations C6.13.2 Analysis of Existing Foundations 6.13.3 Evaluation of Existing Condition 6.13.4 Rehabilitation Measures C6.13.4 Rehabilitation Measures
272	C6.13.4.1 Rehabilitation Measures for Shallow Foundations C6.13.4.2 Rehabilitation Measures for Deep Foundations
275	ps-ch07.pdf 7. Masonry 7.1 Scope C7.1 Scope 7.2 Historical Information C7.2 Historical Information 7.3 Material Properties and Condition Assessment 7.3.1 General
276	7.3.2 Properties of In-Place Materials 7.3.2.1 General C7.3.2.1 General 7.3.2.2 Nominal or Specified Properties 7.3.2.3 Masonry Compressive Strength
277	C7.3.2.3 Masonry Compressive Strength 7.3.2.4 Masonry Elastic Modulus in Compression C7.3.2.4 Masonry Elastic Modulus in Compression 7.3.2.5 Masonry Flexural Tensile Strength C7.3.2.5 Masonry Flexural Tensile Strength
278	7.3.2.6 Masonry Shear Strength C7.3.2.6 Masonry Shear Strength 7.3.2.7 Masonry Shear Modulus C7.3.2.7 Masonry Shear Modulus 7.3.2.8 Strength and Modulus of Reinforcing Steel
279	7.3.2.9 Minimum Number of Tests C7.3.2.9 Minimum Number of Tests
280	7.3.2.10 Default Properties
281	7.3.3 Condition Assessment C7.3.3 Condition Assessment 7.3.3.1 Visual Condition Assessment
282	7.3.3.2 Comprehensive Condition Assessment C7.3.3.2 Comprehensive Condition Assessment
283	7.3.3.3 Supplemental Tests C7.3.3.3 Supplemental Tests
285	7.3.4 Knowledge Factor 7.4 Engineering Properties of Masonry Walls C7.4 Engineering Properties of Masonry Walls
286	7.4.1 Types of Masonry Walls C7.4.1 Types of Masonry Walls 7.4.1.1 Existing Masonry Walls 7.4.1.2 New Masonry Walls C7.4.1.2 New Masonry Walls 7.4.1.3 Enhanced Masonry Walls C7.4.1.3 Enhanced Masonry Walls
288	7.4.2 Unreinforced Masonry Walls and Piers In-Plane 7.4.2.1 Stiffness
289	C7.4.2.1 Stiffness 7.4.2.2 Strength
290	7.4.2.3 Acceptance Criteria
291	7.4.3 Unreinforced Masonry Walls Out-of-Plane 7.4.3.1 Stiffness 7.4.3.2 Strength
292	C7.4.3.2 Strength 7.4.3.3 Acceptance Criteria C7.4.3.3 Acceptance Criteria 7.4.4 Reinforced Masonry Walls and Piers In-Plane 7.4.4.1 Stiffness 7.4.4.2 Strength
294	7.4.4.3 Acceptance Criteria
297	7.4.5 Reinforced Masonry Walls Out of Plane 7.4.5.1 Stiffness 7.4.5.2 Strength 7.4.5.3 Acceptance Criteria C7.4.5.3 Deformation Acceptance Criteria 7.5 Engineering Properties of Masonry Infills C7.5 Engineering Properties of Masonry Infills
298	7.5.1 Types of Masonry Infills 7.5.1.1 Existing Masonry Infills 7.5.1.2 New Masonry Infills 7.5.1.3 Enhanced Masonry Infills C7.5.1.3 Enhanced Masonry Infills
299	7.5.2 Masonry Infills In-Plane C7.5.2 Masonry Infills In-Plane 7.5.2.1 Stiffness C7.5.2.1 Stiffness
301	7.5.2.2 Strength 7.5.2.3 Acceptance Criteria
303	7.5.3 Masonry Infills Out-of-Plane 7.5.3.1 Stiffness
304	7.5.3.2 Strength 7.5.3.3 Acceptance Criteria C7.5.3.3 Acceptance Criteria 7.6 Anchorage to Masonry Walls 7.6.1 Types of Anchors
305	7.6.2 Analysis of Anchors C7.6.2 Analysis of Anchors 7.7 Masonry Foundation Elements 7.7.1 Types of Masonry Foundations C7.7.1 Types of Masonry Foundations 7.7.2 Analysis of Existing Foundations 7.7.3 Rehabilitation Measures C7.7.3 Rehabilitation Measures
307	ps-ch08.pdf 8. Wood and Light Metal Framing 8.1 Scope C8.1 Scope 8.2 Historical Information C8.2 Historical Information
308	8.3 Material Properties and Condition Assessment 8.3.1 General
309	C8.3.1 General 8.3.2 Properties of In-Place Materials and Components 8.3.2.1 Material Properties
310	8.3.2.2 Component Properties
311	8.3.2.3 Test Methods to Quantify Material Properties C8.3.2.3 Test Methods to Quantify Material Properties 8.3.2.4 Minimum Number of Tests
312	C8.3.2.4 Minimum Number of Tests 8.3.2.5 Default Properties
315	C8.3.2.5 Default Properties
316	8.3.3 Condition Assessment 8.3.3.1 General C8.3.3.1 General
317	8.3.3.2 Scope and Procedures C8.3.3.2 Scope and Procedures
318	8.3.3.3 Basis for the Mathematical Building Model C8.3.3.3 Basis for the Mathematical Building Model 8.3.4 Knowledge Factor 8.4 General Assumptions and Requirements 8.4.1 Stiffness
319	8.4.2 Strength and Acceptance Criteria 8.4.2.1 General 8.4.2.2 Deformation-Controlled Actions C8.4.2.2 Deformation-Controlled Actions 8.4.2.3 Force-Controlled Actions C8.4.2.3 Force-Controlled Actions 8.4.3 Connection Requirements C8.4.3 Connection Requirements
320	8.4.4 Rehabilitation Measures C8.4.4 Rehabilitation Measures 8.5 Wood and Light Frame Shear Walls 8.5.1 General
321	C8.5.1 General 8.5.2 Types of Wood Frame Shear Walls 8.5.2.1 Existing Wood Frame Shear Walls
323	8.5.2.2 Enhanced Wood Frame Shear Walls C8.5.2.2 Enhanced Wood Frame Shear Walls
325	8.5.2.3 New Wood Frame Shear Walls C8.5.2.3 New Wood Frame Shear Walls 8.5.3 Types of Light Gage Metal Frame Shear Walls 8.5.3.1 Existing Light Gage Metal Frame Shear Walls 8.5.3.2 Enhanced Light Gage Metal Frame Shear Walls C8.5.3.2 Enhanced Light Gage Metal Frame Shear Walls
326	8.5.3.3 New Light Gage Metal Frame Shear Walls 8.5.4 Single Layer Horizontal Lumber Sheathing or Siding Shear Walls 8.5.4.1 Stiffness C8.5.4.1 Stiffness 8.5.4.2 Strength C8.5.4.2 Strength 8.5.4.3 Acceptance Criteria C8.5.4.3 Acceptance Criteria 8.5.4.4 Connections C8.5.4.4 Connections
333	8.5.5 Diagonal Lumber Sheathing Shear Walls 8.5.5.1 Stiffness C8.5.5.1 Stiffness 8.5.5.2 Strength C8.5.5.2 Strength 8.5.5.3 Acceptance Criteria 8.5.5.4 Connections 8.5.6 Vertical Wood Siding Shear Walls 8.5.6.1 Stiffness C8.5.6.1 Stiffness 8.5.6.2 Strength C8.5.6.2 Strength 8.5.6.3 Acceptance Criteria
334	8.5.6.4 Connections C8.5.6.4 Connections 8.5.7 Wood Siding over Horizontal Sheathing Shear Walls 8.5.7.1 Stiffness C8.5.7.1 Stiffness 8.5.7.2 Strength C8.5.7.2 Strength 8.5.7.3 Acceptance Criteria 8.5.7.4 Connections 8.5.8 Wood Siding over Diagonal Sheathing 8.5.8.1 Stiffness C8.5.8.1 Stiffness 8.5.8.2 Strength C8.5.8.2 Strength
335	8.5.8.3 Acceptance Criteria 8.5.8.4 Connections 8.5.9 Wood Structural Panel Sheathing 8.5.9.1 Stiffness C8.5.9.1 Stiffness 8.5.9.2 Strength C8.5.9.2 Strength
336	8.5.9.3 Acceptance Criteria 8.5.9.4 Connections 8.5.10 Stucco on Studs, Sheathing, or Fiberboard 8.5.10.1 Stiffness C8.5.10.1 Stiffness 8.5.10.2 Strength C8.5.10.2 Strength 8.5.10.3 Acceptance Criteria
337	8.5.10.4 Connections C8.5.10.4 Connections 8.5.11 Gypsum Plaster on Wood Lath 8.5.11.1 Stiffness C8.5.11.1 Stiffness 8.5.11.2 Strength 8.5.11.3 Acceptance Criteria 8.5.11.4 Connections C8.5.11.4 Connections 8.5.12 Gypsum Plaster on Gypsum Lath 8.5.12.1 Stiffness C8.5.12.1 Stiffness 8.5.12.2 Strength 8.5.12.3 Acceptance Criteria
338	8.5.12.4 Connections C8.5.12.4 Connections 8.5.13 Gypsum Wallboard 8.5.13.1 Stiffness C8.5.13.1 Stiffness 8.5.13.2 Strength C8.5.13.2 Strength 8.5.13.3 Acceptance Criteria 8.5.13.4 Connections 8.5.14 Gypsum Sheathing 8.5.14.1 Stiffness C8.5.14.1 Stiffness 8.5.14.2 Strength C8.5.14.2 Strength 8.5.14.3 Acceptance Criteria
339	8.5.14.4 Connections 8.5.15 Plaster on Metal Lath 8.5.15.1 Stiffness C8.5.15.1 Stiffness 8.5.15.2 Strength 8.5.15.3 Acceptance Criteria 8.5.15.4 Connections C8.5.15.4 Connections 8.5.16 Horizontal Lumber Sheathing with Cut-In Braces or Diagonal Blocking 8.5.16.1 Stiffness C8.5.16.1 Stiffness 8.5.16.2 Strength 8.5.16.3 Acceptance Criteria
340	8.5.16.4 Connections C8.5.16.4 Connections 8.5.17 Fiberboard or Particleboard Sheathing 8.5.17.1 Stiffness C8.5.17.1 Stiffness 8.5.17.2 Strength C8.5.17.2 Strength 8.5.17.3 Acceptance Criteria 8.5.17.4 Connections C8.5.17.4 Connections 8.5.18 Light Gage Metal Frame Shear Walls 8.5.18.1 Plaster on Metal Lath 8.5.18.2 Gypsum Wallboard
341	8.5.18.3 Wood Structural Panels 8.6 Wood Diaphragms 8.6.1 General C8.6.1 General 8.6.2 Types of Wood Diaphragms 8.6.2.1 Existing Wood Diaphragms
343	8.6.2.2 Enhanced Wood Diaphragms C8.6.2.2 Enhanced Wood Diaphragms
344	8.6.2.3 New Wood Diaphragms
345	8.6.3 Single Straight Sheathing 8.6.3.1 Stiffness C8.6.3.1 Stiffness 8.6.3.2 Strength C8.6.3.2 Strength 8.6.3.3 Acceptance Criteria C8.6.3.3 Acceptance Criteria
346	8.6.3.4 Connections C8.6.3.4 Connections 8.6.4 Double Straight Sheathing 8.6.4.1 Stiffness C8.6.4.1 Stiffness 8.6.4.2 Strength C8.6.4.2 Strength 8.6.4.3 Acceptance Criteria 8.6.4.4 Connections 8.6.5 Single Diagonal Sheathing 8.6.5.1 Stiffness C8.6.5.1 Stiffness 8.6.5.2 Strength C8.6.5.2 Strength
347	8.6.5.3 Acceptance Criteria 8.6.5.4 Connections 8.6.6 Diagonal Sheathing with Straight Sheathing or Flooring Above 8.6.6.1 Stiffness C8.6.6.1 Stiffness 8.6.6.2 Strength C8.6.6.2 Strength 8.6.6.3 Acceptance Criteria 8.6.6.4 Connections 8.6.7 Double Diagonal Sheathing 8.6.7.1 Stiffness C8.6.7.1 Stiffness
348	8.6.7.2 Strength C8.6.7.2 Strength 8.6.7.3 Acceptance Criteria 8.6.7.4 Connections 8.6.8 Wood Structural Panel Sheathing 8.6.8.1 Stiffness
349	C8.6.8.1 Stiffness 8.6.8.2 Strength C8.6.8.2 Strength 8.6.8.3 Acceptance Criteria 8.6.8.4 Connections 8.6.9 Wood Structural Panel Overlays on Straight or Diagonal Sheathing 8.6.9.1 Stiffness C8.6.9.1 Stiffness
350	8.6.9.2 Strength 8.6.9.3 Acceptance Criteria 8.6.9.4 Connections 8.6.10 Wood Structural Panel Overlays on Existing Wood Structural Panel Sheathing 8.6.10.1 Stiffness C8.6.10.1 Stiffness 8.6.10.2 Strength 8.6.10.3 Acceptance Criteria 8.6.10.4 Connections 8.6.11 Braced Horizontal Diaphragms 8.7 Wood Foundations 8.7.1 Types of Wood Foundations C8.7.1 Types of Wood Foundations
351	8.7.2 Analysis, Strength, and Acceptance Criteria of Wood Foundations C8.7.2 Analysis, Strength, and Acceptance Criteria of Wood Foundations 8.7.3 Rehabilitation Measures C8.7.3 Rehabilitation Measures
352	8.8 Other Wood Elements and Components 8.8.1 General C8.8.1 General 8.8.1.1 Stiffness 8.8.1.2 Strength C8.8.1.2 Strength 8.8.1.3 Acceptance Criteria C8.8.1.3 Acceptance Criteria 8.8.2 Components Supporting Discontinuous Shear Walls
353	ps-ch09.pdf 9. Seismic Isolation and Energy Dissipation 9.1 Scope C9.1 Scope
355	9.2 Seismic Isolation Systems 9.2.1 General Requirements C9.2.1 General Requirements
356	9.2.2 Mechanical Properties and Modeling of Seismic Isolation Systems 9.2.2.1 General C9.2.2.1 General 9.2.2.2 Mechanical Properties of Seismic Isolators
363	9.2.2.3 Modeling of Isolators
366	9.2.2.4 Isolation System and Superstructure Modeling
367	9.2.3 General Criteria for Seismic Isolation Design 9.2.3.1 General C9.2.3.1 General 9.2.3.2 Ground Shaking Criteria 9.2.3.3 Selection of Analysis Procedure
368	C9.2.3.3 Selection of Analysis Procedure
369	9.2.4 Linear Procedures 9.2.4.1 General 9.2.4.2 Deformation Characteristics of the Isolation System 9.2.4.3 Minimum Lateral Displacements
370	9.2.4.4 Minimum Lateral Forces
371	9.2.4.5 Response Spectrum Analysis 9.2.4.6 Design Forces and Deformations 9.2.5 Nonlinear Procedures 9.2.5.1 Nonlinear Static Procedure 9.2.5.2 Nonlinear Dynamic Procedure
372	9.2.5.3 Design Forces and Deformations 9.2.6 Nonstructural Components 9.2.6.1 General 9.2.6.2 Forces and Displacements 9.2.7 Detailed System Requirements 9.2.7.1 General 9.2.7.2 Isolation System
373	9.2.7.3 Structural System
374	9.2.8 Design Review 9.2.8.1 General 9.2.8.2 Isolation System 9.2.9 Isolation System Testing and Design Properties 9.2.9.1 General 9.2.9.2 Prototype Tests
376	9.2.9.3 Determination of Force-Deflection Characteristics 9.2.9.4 System Adequacy 9.2.9.5 Design Properties of the Isolation System
377	9.3 Passive Energy Dissipation Systems 9.3.1 General Requirements
378	C9.3.1 General Requirements 9.3.2 Implementation of Energy Dissipation Devices 9.3.3 Modeling of Energy Dissipation Devices
379	C9.3.3 Modeling of Energy Dissipation Devices 9.3.3.1 Displacement-Dependent Devices 9.3.3.2 Velocity-Dependent Devices
380	9.3.3.3 Other Types of Devices C9.3.3.3 Other Types of Devices 9.3.4 Linear Procedures
381	9.3.4.1 Linear Static Procedure
382	9.3.4.2 Linear Dynamic Procedure
383	9.3.5 Nonlinear Procedures 9.3.5.1 Nonlinear Static Procedure
384	C9.3.5.1 Nonlinear Static Procedure
385	9.3.5.2 Nonlinear Dynamic Procedure C9.3.5.2 Nonlinear Dynamic Procedure 9.3.6 Detailed Systems Requirements 9.3.6.1 General 9.3.6.2 Operating Temperature C9.3.6.2 Operating Temperature 9.3.6.3 Environmental Conditions
386	9.3.6.4 Wind Forces 9.3.6.5 Inspection and Replacement 9.3.6.6 Manufacturing Quality Control 9.3.6.7 Maintenance 9.3.7 Design Review 9.3.7.1 General 9.3.8 Required Tests of Energy Dissipation Devices 9.3.8.1 General
387	9.3.8.2 Prototype Tests
388	9.3.8.3 Determination of Force-Displacement Characteristics 9.3.8.4 System Adequacy
389	9.4 Other Response Control Systems C9.4 Other Response Control Systems
391	ps-ch10.pdf 10. Simplified Rehabilitation 10.1 Scope C10.1 Scope 10.2 Procedure
392	C10.2 Procedure
399	10.3 Correction of Deficiencies C10.3 Correction of Deficiencies C10.3.1 Building Systems C10.3.1.1 Load Path C10.3.1.2 Redundancy C10.3.1.3 Vertical Irregularities C10.3.1.4 Plan Irregularities
400	C10.3.1.5 Adjacent Buildings C10.3.1.6 Lateral Load Path at Pile Caps C10.3.1.7 Deflection Compatibility C10.3.2 Moment Frames C10.3.2.1 Steel Moment Frames C10.3.2.2 Concrete Moment Frames
401	C10.3.2.3 Frames Not Part of the Lateral Force Resisting System C10.3.3 Shear Walls C10.3.3.1 Cast in Place Concrete Shear Walls C10.3.3.2 Precast Concrete Shear Walls
402	C10.3.3.3 Masonry Shear Walls
403	C10.3.3.4 Shear Walls in Wood Frame Buildings
404	C10.3.4 Steel Braced Frames C10.3.4.1 System Concerns C10.3.4.2 Stiffness of Diagonals C10.3.4.3 Chevron or K Bracing C10.3.4.4 Braced Frame Connections C10.3.5 Diaphragms C10.3.5.1 Re-entrant Corners C10.3.5.2 Cross Ties C10.3.5.3 Diaphragm Openings C10.3.5.4 Diaphragm Stiffness/Strength
405	C10.3.6 Connections C10.3.6.1 Diaphragm/Wall Shear Transfer C10.3.6.2 Diaphragm/Frame Shear Transfer C10.3.6.3 Anchorage for Normal Forces
406	C10.3.6.4 Girder-Wall Connections C10.3.6.5 Precast Connections C10.3.6.6 Wall Panels and Cladding C10.3.6.7 Light Gage Metal, Plastic, or Cementitious Roof Panels C10.3.6.8 Mezzanine Connections C10.3.7 Foundations and Geologic Hazards C10.3.7.1 Anchorage to Foundations
407	C10.3.7.3 Overturning C10.3.7.4 Lateral Loads C10.3.7.5 Geologic Site Hazards C10.3.8 Evaluation of Materials and Conditions C10.3.8.1 General
408	C10.3.8.2 Condition of Wood C10.3.8.3 Overdriven Fasteners C10.3.8.4 Condition of Steel C10.3.8.5 Condition of Concrete C10.3.8.6 Post-Tensioning Anchors
409	C10.3.8.7 Quality of Masonry
423	ps-ch11.pdf 11. Architectural, Mechanical, and Electrical Components 11.1 Scope C11.1 Scope
424	11.2 Procedure C11.2 Procedure 11.2.1 Condition Assessment 11.2.2 Sample Size
428	11.3 Historical and Component Evaluation Considerations 11.3.1 Historical Information C11.3.1 Historical Information C11.3.1.1 Background
429	C11.3.1.2 Background to Mechanical and Electrical Considerations
430	C11.3.1.3 HVAC Systems
432	11.3.2 Component Evaluation C11.3.2 Component Evaluation
433	11.4 Rehabilitation Objectives and Performance Levels C11.4 Rehabilitation Objectives and Performance Levels C11.4.1 Regional Seismicity and Nonstructural Components C11.4.2 Means of Egress: Escape and Rescue
434	11.5 Structural-Nonstructural Interaction 11.5.1 Response Modification 11.5.2 Base Isolation 11.6 Classification of Acceleration- Sensitive and Deformation- Sensitive Components
435	C11.6 Classification of Acceleration- Sensitive and Deformation- Sensitive Components
436	11.7 Evaluation Procedures 11.7.1 Analytical Procedure C11.7.1 Analytical Procedure 11.7.2 Prescriptive Procedure C11.7.2 Prescriptive Procedure
437	11.7.3 Force Analysis: Default Equations 11.7.4 Force Analysis: General Equations 11.7.4.1 Horizontal Seismic Forces 11.7.4.2 Vertical Seismic Forces
438	11.7.5 Deformation Analysis 11.7.6 Other Procedures C11.7.6 Other Procedures
441	11.8 Rehabilitation Methods C11.8 Rehabilitation Methods C11.8.1 Replacement C11.8.2 Strengthening C11.8.3 Repair C11.8.4 Bracing C11.8.5 Attachment
442	11.9 Architectural Components: Definition, Behavior, and Acceptance Criteria 11.9.1 Exterior Wall Elements 11.9.1.1 Adhered Veneer 11.9.1.2 Anchored Veneer
443	11.9.1.3 Glass Block Units and Other Nonstructural Masonry
444	11.9.1.4 Prefabricated Panels 11.9.1.5 Glazed Exterior Wall Systems
447	11.9.2 Partitions 11.9.2.1 Definition and Scope C11.9.2.1 Definition and Scope 11.9.2.2 Component Behavior and Rehabilitation Methods C11.9.2.2 Component Behavior and Rehabilitation Methods
448	11.9.2.3 Acceptance Criteria 11.9.2.4 Evaluation Requirements C11.9.2.4 Evaluation Requirements 11.9.3 Interior Veneers 11.9.3.1 Definition and Scope 11.9.3.2 Component Behavior and Rehabilitation Methods C11.9.3.2 Component Behavior and Rehabilitation Methods 11.9.3.3 Acceptance Criteria
449	11.9.3.4 Evaluation Requirements 11.9.4 Ceilings 11.9.4.1 Definition and Scope C11.9.4.1 Definition and Scope 11.9.4.2 Component Behavior and Rehabilitation Methods C11.9.4.2 Component Behavior and Rehabilitation Methods 11.9.4.3 Acceptance Criteria
450	11.9.4.4 Evaluation Requirements 11.9.5 Parapets and Appendages 11.9.5.1 Definition and Scope C11.9.5.1 Definition and Scope 11.9.5.2 Component Behavior and Rehabilitation Methods C11.9.5.2 Component Behavior and Rehabilitation Methods 11.9.5.3 Acceptance Criteria 11.9.5.4 Evaluation Requirements
451	11.9.6 Canopies and Marquees 11.9.6.1 Definition and Scope C11.9.6.1 Definition and Scope 11.9.6.2 Component Behavior and Rehabilitation Methods C11.9.6.2 Component Behavior and Rehabilitation Methods 11.9.6.3 Acceptance Criteria 11.9.6.4 Evaluation Requirements 11.9.7 Chimneys and Stacks 11.9.7.1 Definition and Scope 11.9.7.2 Component Behavior and Rehabilitation Methods C11.9.7.2 Component Behavior and Rehabilitation Methods 11.9.7.3 Acceptance Criteria
452	11.9.7.4 Evaluation Requirements 11.9.8 Stairs and Stair Enclosures 11.9.8.1 Definition and Scope 11.9.8.2 Component Behavior and Rehabilitation Methods C11.9.8.2 Component Behavior and Rehabilitation Methods 11.9.8.3 Acceptance Criteria 11.9.8.4 Evaluation Requirements 11.10 Mechanical, Electrical, and Plumbing Components: Definition, Behavior, and Acceptance Criteria 11.10.1 Mechanical Equipment 11.10.1.1 Definition and Scope
453	C11.10.1.1 Definition and Scope 11.10.1.2 Component Behavior and Rehabilitation Methods C11.10.1.2 Component Behavior and Rehabilitation Methods 11.10.1.3 Acceptance Criteria
454	11.10.1.4 Evaluation Requirements C11.10.1.4 Evaluation Requirements 11.10.2 Storage Vessels and Water Heaters 11.10.2.1 Definition and Scope C11.10.2.1 Definition and Scope 11.10.2.2 Component Behavior and Rehabilitation Methods C11.10.2.2 Component Behavior and Rehabilitation Methods 11.10.2.3 Acceptance Criteria
455	11.10.2.4 Evaluation Requirements C11.10.2.4 Evaluation Requirements 11.10.3 Pressure Piping 11.10.3.1 Definition and Scope 11.10.3.2 Component Behavior and Rehabilitation Methods C11.10.3.2 Component Behavior and Rehabilitation Methods 11.10.3.3 Acceptance Criteria
456	11.10.3.4 Evaluation Requirements C11.10.3.4 Evaluation Requirements 11.10.4 Fire Suppression Piping 11.10.4.1 Definition and Scope 11.10.4.2 Component Behavior and Rehabilitation Methods C11.10.4.2 Component Behavior and Rehabilitation Methods 11.10.4.3 Acceptance Criteria 11.10.4.4 Evaluation Requirements C11.10.4.4 Evaluation Requirements 11.10.5 Fluid Piping other than Fire Suppression 11.10.5.1 Definition and Scope
457	C11.10.5.1 Definition and Scope 11.10.5.2 Component Behavior and Rehabilitation Methods C11.10.5.2 Component Behavior and Rehabilitation Methods 11.10.5.3 Acceptance Criteria 11.10.5.4 Evaluation Requirements
458	C11.10.5.4 Evaluation Requirements 11.10.6 Ductwork 11.10.6.1 Definition and Scope 11.10.6.2 Component Behavior and Rehabilitation Methods C11.10.6.2 Component Behavior and Rehabilitation Methods 11.10.6.3 Acceptance Criteria 11.10.6.4 Evaluation Requirements 11.10.7 Electrical and Communications Equipment 11.10.7.1 Definition and Scope 11.10.7.2 Component Behavior and Rehabilitation Methods
459	C11.10.7.2 Component Behavior and Rehabilitation Methods 11.10.7.3 Acceptance Criteria 11.10.7.4 Evaluation Requirements C11.10.7.4 Evaluation Requirements 11.10.8 Electrical and Communications Distribution Components 11.10.8.1 Definition and Scope 11.10.8.2 Component Behavior and Rehabilitation Methods C11.10.8.2 Component Behavior and Rehabilitation Methods 11.10.8.3 Acceptance Criteria
460	11.10.8.4 Evaluation Requirements 11.10.9 Light Fixtures 11.10.9.1 Definition and Scope 11.10.9.2 Component Behavior and Rehabilitation Methods C11.10.9.2 Component Behavior and Rehabilitation Methods 11.10.9.3 Acceptance Criteria
461	11.10.9.4 Evaluation Requirements 11.11 Furnishings and Interior Equipment: Definition, Behavior, and Acceptance Criteria 11.11.1 Storage Racks 11.11.1.1 Definition and Scope C11.11.1.1 Definition and Scope 11.11.1.2 Component Behavior and Rehabilitation Methods C11.11.1.2 Component Behavior and Rehabilitation Methods 11.11.1.3 Acceptance Criteria 11.11.1.4 Evaluation Requirements 11.11.2 Bookcases 11.11.2.1 Definition and Scope 11.11.2.2 Component Behavior and Rehabilitation Methods
462	C11.11.2.2 Component Behavior and Rehabilitation Methods 11.11.2.3 Acceptance Criteria 11.11.2.4 Evaluation Requirements 11.11.3 Computer Access Floors 11.11.3.1 Definition and Scope C11.11.3.1 Definition and Scope 11.11.3.2 Component Behavior and Rehabilitation Methods C11.11.3.2 Component Behavior and Rehabilitation Methods 11.11.3.3 Acceptance Criteria
463	11.11.3.4 Evaluation Requirements C11.11.3.4 Evaluation Requirements 11.11.4 Hazardous Materials Storage 11.11.4.1 Definition and Scope 11.11.4.2 Component Behavior and Rehabilitation Methods C11.11.4.2 Component Behavior and Rehabilitation Methods 11.11.4.3 Acceptance Criteria 11.11.4.4 Evaluation Requirements 11.11.5 Computer and Communication Racks 11.11.5.1 Definition and Scope C11.11.5.1 Definition and Scope
464	11.11.5.2 Component Behavior and Rehabilitation Methods C11.11.5.2 Component Behavior and Rehabilitation Methods 11.11.5.3 Acceptance Criteria 11.11.5.4 Evaluation Requirements 11.11.6 Elevators 11.11.6.1 Definition and Scope 11.11.6.2 Component Behavior and Rehabilitation Methods C11.11.6.2 Component Behavior and Rehabilitation Methods 11.11.6.3 Acceptance Criteria
465	11.11.6.4 Evaluation Requirements C11.11.6.4 Evaluation Requirements 11.11.7 Conveyors 11.11.7.1 Definition and Scope 11.11.7.2 Component Behavior and Rehabilitation Methods C11.11.7.2 Component Behavior and Rehabilitation Methods 11.11.7.3 Acceptance Criteria 11.11.7.4 Evaluation Requirements
467	ps-appa.pdf H0 Chapter Title – A. Use of this Standard for Local or Directed Risk Mitigation Programs H1 Heading – A.1 General H1 Heading – A.2 Initial Considerations for Mitigation Programs H2 Heading – A.2.1 Potential Costs of Local or Directed Programs
468	H2 Heading – A.2.2 Timetables and Effectiveness H2 Heading – A.2.3 Historic Preservation H1 Heading – A.3 Use in Passive Programs H2 Heading – A.3.1 Selection of Seismic Rehabilitation Triggers
469	H2 Heading – A.3.2 Selection of Passive Seismic Rehabilitation Standards H1 Heading – A.4 Use in Active or Mandated Programs H2 Heading – A.4.1 Selection of Buildings to be Included H2 Heading – A.4.2 Selection of Active Seismic Rehabilitation Standards H1 Heading – A.5 Social, Economic, and Political Considerations
470	H2 Heading – A.5.1 Construction Cost H2 Heading – A.5.2 Housing H2 Heading – A.5.3 Impacts on Lower-Income Groups H2 Heading – A.5.4 Regulations H2 Heading – A.5.5 Architecture H2 Heading – A.5.6 Community Revitalization H1 Heading – A.6 Considerations for Historic Buildings H2 Heading – A.6.1 Secretary of Interior’s Standards H2 Heading – A.6.2 Application of Building Codes and Standards
471	H2 Heading – A.6.3 Rehabilitation Strategies H2 Heading – A.6.4 Rehabilitation Objectives
473	ps-sym.pdf H0 Chapter Title – Symbols
486	H1 Heading – Modal damping ratio, Table 1 6 H1 Heading – Factor to adjust fundamental period of the building, Equation (3 7) H1 Heading – Ratio of expected frame strength, vfre, to expected infill strength, vine, Chapter 7 H1 Heading – Damping inherent in the building frame (typically equal to 0.05), Equations (9 26), …
488	H1 Heading – Effective vertical stress, Equation (4 5)
489	ps-acr.pdf H0 Chapter Title – Acronyms
491	ps-def.pdf H0 Chapter Title – Definitions
501	ps-ref.pdf H0 Chapter Title – References
511	ps-idx.pdf H0 Chapter Title – Index