{"id":74345,"date":"2024-10-17T16:49:32","date_gmt":"2024-10-17T16:49:32","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-356-2000\/"},"modified":"2024-10-24T19:15:04","modified_gmt":"2024-10-24T19:15:04","slug":"fema-356-2000","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-356-2000\/","title":{"rendered":"FEMA 356 2000"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nps-cvr.pdf <\/td>\n<\/tr>\n
13<\/td>\nps-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 <\/td>\n<\/tr>\n
14<\/td>\nH1 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 <\/td>\n<\/tr>\n
15<\/td>\nH1 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 <\/td>\n<\/tr>\n
16<\/td>\nH2 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\u2014General 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 <\/td>\n<\/tr>\n
17<\/td>\nH1 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 <\/td>\n<\/tr>\n
18<\/td>\nH2 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 <\/td>\n<\/tr>\n
19<\/td>\nH2 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 <\/td>\n<\/tr>\n
20<\/td>\nH1 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 <\/td>\n<\/tr>\n
21<\/td>\nH0 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 <\/td>\n<\/tr>\n
23<\/td>\nps-lof.pdf
List of Figures <\/td>\n<\/tr>\n
25<\/td>\nps-lot.pdf
List of Tables <\/td>\n<\/tr>\n
29<\/td>\nps-ch01.pdf
1. Rehabilitation Requirements
1.1 Scope
C1.1 Scope <\/td>\n<\/tr>\n
30<\/td>\n1.2 Design Basis
C1.2 Design Basis <\/td>\n<\/tr>\n
32<\/td>\n1.3 Seismic Rehabilitation Process
C1.3 Seismic Rehabilitation Process <\/td>\n<\/tr>\n
34<\/td>\n1.3.1 Review Initial Considerations
C1.3.1 Review Initial Considerations <\/td>\n<\/tr>\n
35<\/td>\n1.3.2 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 <\/td>\n<\/tr>\n
36<\/td>\n1.3.6.2 Prepare Construction Documents of Acceptable Rehabilitation
C1.3.6.2 Prepare Construction Documents of Acceptable Rehabilitation
1.4 Rehabilitation Objectives
C1.4 Rehabilitation Objectives <\/td>\n<\/tr>\n
37<\/td>\n1.4.1 Basic Safety Objective
C1.4.1 Basic Safety Objective
1.4.2 Enhanced Rehabilitation Objectives
C1.4.2 Enhanced Rehabilitation Objectives <\/td>\n<\/tr>\n
38<\/td>\n1.4.3 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 <\/td>\n<\/tr>\n
39<\/td>\n1.5.1 Structural Performance Levels and Ranges
C1.5.1 Structural Performance Levels and Ranges
1.5.1.1 Immediate Occupancy Structural Performance Level (S 1) <\/td>\n<\/tr>\n
40<\/td>\nC1.5.1.1 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) <\/td>\n<\/tr>\n
41<\/td>\nC1.5.1.5 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) <\/td>\n<\/tr>\n
45<\/td>\n1.5.2 Nonstructural Performance Levels
C1.5.2 Nonstructural Performance Levels <\/td>\n<\/tr>\n
46<\/td>\n1.5.2.1 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) <\/td>\n<\/tr>\n
47<\/td>\n1.5.2.4 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) <\/td>\n<\/tr>\n
51<\/td>\n1.5.3 Designation of Target Building Performance Levels
C1.5.3 Designation of Target Building Performance Levels <\/td>\n<\/tr>\n
52<\/td>\n1.5.3.1 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) <\/td>\n<\/tr>\n
53<\/td>\n1.5.3.4 Collapse Prevention Building Performance Level (5-E)
C1.5.3.4 Collapse Prevention Building Performance Level (5-E) <\/td>\n<\/tr>\n
54<\/td>\n1.6 Seismic Hazard
C1.6 Seismic Hazard <\/td>\n<\/tr>\n
55<\/td>\n1.6.1 General Procedure for Hazard Due to Ground Shaking
C1.6.1 General Procedure for Hazard Due to Ground Shaking <\/td>\n<\/tr>\n
56<\/td>\n1.6.1.1 BSE-2 Response Acceleration Parameters <\/td>\n<\/tr>\n
57<\/td>\nC1.6.1.1 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 <\/td>\n<\/tr>\n
58<\/td>\n1.6.1.4 Adjustment for Site Class <\/td>\n<\/tr>\n
60<\/td>\n1.6.1.5 General Response Spectrum <\/td>\n<\/tr>\n
62<\/td>\n1.6.2 Site-Specific Procedure for Hazard Due to Ground Shaking
1.6.2.1 Site-Specific Response Spectra <\/td>\n<\/tr>\n
63<\/td>\nC1.6.2.1 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 <\/td>\n<\/tr>\n
64<\/td>\n1.6.3.2 Zones of Moderate Seismicity
1.6.3.3 Zones of Low Seismicity <\/td>\n<\/tr>\n
65<\/td>\nps-ch02.pdf
2. General Requirements
2.1 Scope
2.2 As-Built Information
C2.2 As-Built Information <\/td>\n<\/tr>\n
66<\/td>\n2.2.1 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 <\/td>\n<\/tr>\n
67<\/td>\nC2.2.3 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 <\/td>\n<\/tr>\n
68<\/td>\n2.2.5 Primary and Secondary Elements and Components
2.2.6 Data Collection Requirements
2.2.6.1 Minimum Data Collection Requirements <\/td>\n<\/tr>\n
69<\/td>\n2.2.6.2 Usual Data Collection Requirements
2.2.6.3 Comprehensive Data Collection Requirements <\/td>\n<\/tr>\n
70<\/td>\n2.2.6.4 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 <\/td>\n<\/tr>\n
71<\/td>\n2.3.2 Systematic Rehabilitation Method
C2.3.2 Systematic Rehabilitation Method <\/td>\n<\/tr>\n
72<\/td>\n2.4 Analysis Procedures
C2.4 Analysis Procedures <\/td>\n<\/tr>\n
73<\/td>\n2.4.1 Linear Procedures
C2.4.1 Linear Procedures
2.4.1.1 Method to Determine Limitations on Use of Linear Procedures <\/td>\n<\/tr>\n
74<\/td>\nC2.4.1.1 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 <\/td>\n<\/tr>\n
75<\/td>\n2.4.1.1.4 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 <\/td>\n<\/tr>\n
76<\/td>\nC2.4.2.1 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 <\/td>\n<\/tr>\n
77<\/td>\n2.4.4.2.2 Secondary Elements and Components
C2.4.4.2 Primary and Secondary Elements and Components
2.4.4.3 Deformation- and Force-Controlled Actions <\/td>\n<\/tr>\n
78<\/td>\n2.4.4.3.1 Deformation-Controlled and Force- Controlled Behavior
C2.4.4.3.1 Deformation-Controlled and Force- Controlled Behavior <\/td>\n<\/tr>\n
80<\/td>\n2.4.4.4 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 <\/td>\n<\/tr>\n
81<\/td>\n2.5 Rehabilitation Strategies
C2.5 Rehabilitation Strategies
2.5.1 Local Modification of Components
C2.5.1 Local Modification of Components <\/td>\n<\/tr>\n
82<\/td>\n2.5.2 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 <\/td>\n<\/tr>\n
83<\/td>\n2.5.4 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 <\/td>\n<\/tr>\n
84<\/td>\n2.5.7 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 <\/td>\n<\/tr>\n
85<\/td>\n2.6.6 Diaphragms
2.6.6.1 Diaphragm Chords
2.6.6.2 Diaphragm Collectors
2.6.6.3 Diaphragm Ties <\/td>\n<\/tr>\n
86<\/td>\n2.6.7 Walls
2.6.7.1 Out-of-Plane Anchorage to Diaphragms
2.6.7.2 Out-of-Plane Strength <\/td>\n<\/tr>\n
87<\/td>\n2.6.8 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 <\/td>\n<\/tr>\n
88<\/td>\n2.6.10.2 Exceptions
C2.6.10.2 Exceptions
2.6.11 Vertical Seismic Effects
2.7 Construction Quality Assurance
C2.7 Construction Quality Assurance <\/td>\n<\/tr>\n
89<\/td>\n2.7.1 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 <\/td>\n<\/tr>\n
90<\/td>\n2.7.2.4 Reporting and Compliance Procedures
2.7.3 Responsibilities of the Code Official
C2.7.3 Responsibilities of the Code Official <\/td>\n<\/tr>\n
91<\/td>\n2.8 Alternative Modeling Parameters and Acceptance Criteria
2.8.1 Experimental Setup
2.8.2 Data Reduction and Reporting <\/td>\n<\/tr>\n
92<\/td>\n2.8.3 Design Parameters and Acceptance Criteria <\/td>\n<\/tr>\n
95<\/td>\nps-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 <\/td>\n<\/tr>\n
96<\/td>\n3.2.2 Mathematical Modeling
3.2.2.1 Basic Assumptions
C3.2.2.1 Basic Assumptions
3.2.2.2 Horizontal Torsion <\/td>\n<\/tr>\n
97<\/td>\nC3.2.2.2 Horizontal Torsion <\/td>\n<\/tr>\n
98<\/td>\n3.2.2.3 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 <\/td>\n<\/tr>\n
99<\/td>\n3.2.4.2 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 <\/td>\n<\/tr>\n
100<\/td>\n3.2.5.2 Dynamic P D Effects
C3.2.5 P-D Effects
3.2.6 Soil Structure Interaction <\/td>\n<\/tr>\n
101<\/td>\nC3.2.6 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 <\/td>\n<\/tr>\n
102<\/td>\n3.2.7.2 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 <\/td>\n<\/tr>\n
103<\/td>\n3.2.10 Overturning
C3.2.10 Overturning
3.2.10.1 Linear Procedures <\/td>\n<\/tr>\n
104<\/td>\nC3.2.10.1 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 <\/td>\n<\/tr>\n
105<\/td>\nC3.3.1.1 Basis of the Procedure
3.3.1.2 Period Determination <\/td>\n<\/tr>\n
106<\/td>\nC3.3.1.2 Period Determination <\/td>\n<\/tr>\n
107<\/td>\n3.3.1.3 Determination of Forces and Deformations <\/td>\n<\/tr>\n
110<\/td>\n3.3.2 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 <\/td>\n<\/tr>\n
111<\/td>\nC3.3.2.2 Modeling and Analysis Considerations
3.3.2.3 Determination of Forces and Deformations <\/td>\n<\/tr>\n
112<\/td>\n3.3.3 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 <\/td>\n<\/tr>\n
114<\/td>\n3.3.3.3 Determination of Forces and Deformations <\/td>\n<\/tr>\n
118<\/td>\n3.3.4 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 <\/td>\n<\/tr>\n
119<\/td>\n3.3.4.3 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 <\/td>\n<\/tr>\n
120<\/td>\n3.4.2.2 Acceptance Criteria for Linear Procedures <\/td>\n<\/tr>\n
121<\/td>\n3.4.3 Nonlinear Procedures
3.4.3.1 Design Forces and Deformations
3.4.3.2 Acceptance Criteria for Nonlinear Procedures <\/td>\n<\/tr>\n
123<\/td>\nps-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 <\/td>\n<\/tr>\n
124<\/td>\nC4.2.1.1.2 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 <\/td>\n<\/tr>\n
125<\/td>\nC4.2.2.1 Fault Rupture
4.2.2.2 Liquefaction <\/td>\n<\/tr>\n
127<\/td>\nC4.2.2.2 Liquefaction <\/td>\n<\/tr>\n
129<\/td>\n4.2.2.3 Differential Compaction
C4.2.2.3 Differential Compaction
4.2.2.4 Landsliding <\/td>\n<\/tr>\n
130<\/td>\nC4.2.2.4 Landsliding
4.2.2.5 Flooding or Inundation
4.3 Mitigation of Seismic-Geologic Site Hazards
C4.3 Mitigation of Seismic-Geologic Site Hazards <\/td>\n<\/tr>\n
131<\/td>\n1. 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 <\/td>\n<\/tr>\n
132<\/td>\n5. Flooding or Inundation
4.4 Foundation Strength and Stiffness
C4.4 Foundation Strength and Stiffness <\/td>\n<\/tr>\n
133<\/td>\n4.4.1 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 <\/td>\n<\/tr>\n
136<\/td>\n4.4.1.2 Prescriptive Expected Capacities <\/td>\n<\/tr>\n
137<\/td>\n4.4.1.3 Site-Specific Capacities
4.4.2 Load-Deformation Characteristics for Foundations
C4.4.2 Load-Deformation Characteristics for Foundations <\/td>\n<\/tr>\n
140<\/td>\n4.4.2.1 Shallow Bearing Foundations
4.4.2.1.1 Stiffness Parameters
C4.4.2.1.1 Stiffness Parameters <\/td>\n<\/tr>\n
141<\/td>\n4.4.2.1.2 Method 1 <\/td>\n<\/tr>\n
143<\/td>\nC4.4.2.1.2 Method 1 <\/td>\n<\/tr>\n
145<\/td>\n4.4.2.1.3 Method 2
C4.4.2.1.3 Method 2 <\/td>\n<\/tr>\n
146<\/td>\n4.4.2.1.4 Method 3
4.4.2.1.5 Capacity Parameters
C4.4.2.1.5 Capacity Parameters <\/td>\n<\/tr>\n
147<\/td>\n4.4.2.2 Pile Foundations
4.4.2.2.1 Stiffness Parameters
C4.4.2.2.1 Stiffness Parameters
4.4.2.2.2 Capacity Parameters <\/td>\n<\/tr>\n
148<\/td>\nC4.4.2.2.2 Capacity Parameters <\/td>\n<\/tr>\n
149<\/td>\n4.4.2.3 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 <\/td>\n<\/tr>\n
150<\/td>\n4.4.3.2.2 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 <\/td>\n<\/tr>\n
151<\/td>\nC4.5 Seismic Earth Pressure
4.6 Foundation Rehabilitation
C4.6 Foundation Rehabilitation
1. Soil Material Improvements <\/td>\n<\/tr>\n
152<\/td>\n2. Shallow Foundation Rehabilitation
3. Deep Foundation Rehabilitation <\/td>\n<\/tr>\n
153<\/td>\nps-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 <\/td>\n<\/tr>\n
154<\/td>\nC5.3.1 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 <\/td>\n<\/tr>\n
155<\/td>\n5.3.2.3 Test Methods to Quantify Properties
C5.3.2.3 Test Methods to Quantify Properties <\/td>\n<\/tr>\n
156<\/td>\n5.3.2.4 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 <\/td>\n<\/tr>\n
157<\/td>\n5.3.2.5 Default Properties <\/td>\n<\/tr>\n
160<\/td>\n5.3.3 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 <\/td>\n<\/tr>\n
161<\/td>\n5.3.3.3 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 <\/td>\n<\/tr>\n
162<\/td>\n5.5 Steel Moment Frames
5.5.1 General
C5.5.1 General <\/td>\n<\/tr>\n
164<\/td>\n5.5.2 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 <\/td>\n<\/tr>\n
165<\/td>\n5.5.2.2.2 Nonlinear Static Procedure <\/td>\n<\/tr>\n
166<\/td>\nC5.5.2.2.2 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 <\/td>\n<\/tr>\n
167<\/td>\nC5.5.2.3.2 Linear Static and Dynamic Procedures <\/td>\n<\/tr>\n
168<\/td>\n5.5.2.3.3 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 <\/td>\n<\/tr>\n
171<\/td>\nC5.5.2.4.2 Linear Static and Dynamic Procedures
5.5.2.4.3 Nonlinear Static and Dynamic Procedures <\/td>\n<\/tr>\n
172<\/td>\nC5.5.2.4.3 Nonlinear Static and Dynamic Procedures <\/td>\n<\/tr>\n
173<\/td>\n5.5.2.5 Rehabilitation Measures
C5.5.2.5 Rehabilitation Measures <\/td>\n<\/tr>\n
174<\/td>\n5.5.3 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 <\/td>\n<\/tr>\n
175<\/td>\nC5.5.3.2.1 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 <\/td>\n<\/tr>\n
178<\/td>\n5.5.3.3.3 Nonlinear Static Procedure
5.5.3.3.4 Nonlinear Dynamic Procedure
C5.5.3.3.4 Nonlinear Dynamic Procedure <\/td>\n<\/tr>\n
179<\/td>\n5.5.3.4 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 <\/td>\n<\/tr>\n
180<\/td>\n5.6.2 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 <\/td>\n<\/tr>\n
181<\/td>\n5.6.2.3.3 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 <\/td>\n<\/tr>\n
182<\/td>\n5.6.3 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 <\/td>\n<\/tr>\n
183<\/td>\n5.6.3.3.3 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 <\/td>\n<\/tr>\n
184<\/td>\n5.6.3.5 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 <\/td>\n<\/tr>\n
185<\/td>\n5.7.3.2 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 <\/td>\n<\/tr>\n
186<\/td>\n5.8 Steel Frames with Infills
C5.8 Steel Frames with Infills <\/td>\n<\/tr>\n
197<\/td>\n5.9 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 <\/td>\n<\/tr>\n
198<\/td>\n5.9.1.4 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 <\/td>\n<\/tr>\n
199<\/td>\n5.9.2.2 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 <\/td>\n<\/tr>\n
200<\/td>\nC5.9.2.4 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 <\/td>\n<\/tr>\n
201<\/td>\n5.9.3.2.2 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 <\/td>\n<\/tr>\n
202<\/td>\nC5.9.4.1 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 <\/td>\n<\/tr>\n
203<\/td>\n5.9.4.5 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 <\/td>\n<\/tr>\n
204<\/td>\n5.9.5.4 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 <\/td>\n<\/tr>\n
205<\/td>\n5.9.6.5 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 <\/td>\n<\/tr>\n
206<\/td>\n5.10.5 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 <\/td>\n<\/tr>\n
207<\/td>\nps-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 <\/td>\n<\/tr>\n
210<\/td>\n6.3 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 <\/td>\n<\/tr>\n
211<\/td>\nC6.3.2.1.1 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 <\/td>\n<\/tr>\n
212<\/td>\n6.3.2.3.2 Sampling
C6.3.2.3 Test Methods to Quantify Material Properties
6.3.2.4 Minimum Number of Tests <\/td>\n<\/tr>\n
213<\/td>\nC6.3.2.4 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 <\/td>\n<\/tr>\n
214<\/td>\n6.3.2.4.4 Prestressing Steels
6.3.2.4.5 Usual Testing
C6.3.2.4.5 Usual Testing
6.3.2.5 Default Properties <\/td>\n<\/tr>\n
215<\/td>\nC6.3.2.5 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 <\/td>\n<\/tr>\n
216<\/td>\n6.3.3.2.2 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 <\/td>\n<\/tr>\n
217<\/td>\n6.3.4 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 <\/td>\n<\/tr>\n
218<\/td>\n6.4.1.2.2 Nonlinear Procedures <\/td>\n<\/tr>\n
219<\/td>\nC6.4.1.2.2 Nonlinear Procedures
(b) Deformation Ratio, or Type II <\/td>\n<\/tr>\n
220<\/td>\n6.4.1.3 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 <\/td>\n<\/tr>\n
221<\/td>\n6.4.2.3 Force-Controlled Actions
6.4.2.4 Component Ductility Demand Classification
6.4.3 Flexure and Axial Loads <\/td>\n<\/tr>\n
222<\/td>\nC6.4.3 Flexure and Axial Loads
6.4.3.1 Usable Strain Limits
6.4.4 Shear and Torsion <\/td>\n<\/tr>\n
223<\/td>\n6.4.5 Development and Splices of Reinforcement <\/td>\n<\/tr>\n
224<\/td>\nC6.4.5 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\u2014General Requirements <\/td>\n<\/tr>\n
225<\/td>\n6.5 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 <\/td>\n<\/tr>\n
226<\/td>\n6.5.2 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 <\/td>\n<\/tr>\n
230<\/td>\n6.5.2.2.3 Nonlinear Dynamic Procedure
6.5.2.3 Strength
6.5.2.3.1 Columns <\/td>\n<\/tr>\n
231<\/td>\n6.5.2.4 Acceptance Criteria
6.5.2.4.1 Linear Static and Dynamic Procedures
6.5.2.4.2 Nonlinear Static and Dynamic Procedures <\/td>\n<\/tr>\n
235<\/td>\n6.5.2.5 Rehabilitation Measures
C6.5.2.5 Rehabilitation Measures
6.5.3 Post Tensioned Concrete Beam Column Moment Frames
6.5.3.1 General Considerations <\/td>\n<\/tr>\n
236<\/td>\n6.5.3.2 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 <\/td>\n<\/tr>\n
237<\/td>\n6.5.4.2 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 <\/td>\n<\/tr>\n
238<\/td>\n6.5.4.4 Acceptance Criteria
6.5.4.4.1 Linear Static and Dynamic Procedures <\/td>\n<\/tr>\n
239<\/td>\n6.5.4.4.2 Nonlinear Static and Dynamic Procedures
6.5.4.5 Rehabilitation Measures
C6.5.4.5 Rehabilitation Measures <\/td>\n<\/tr>\n
240<\/td>\n6.6 Precast Concrete Frames
6.6.1 Types of Precast Concrete Frames <\/td>\n<\/tr>\n
241<\/td>\n6.6.1.1 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 <\/td>\n<\/tr>\n
242<\/td>\n6.6.2.5 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 <\/td>\n<\/tr>\n
243<\/td>\n6.6.4 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 <\/td>\n<\/tr>\n
244<\/td>\n6.7.1.1 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 <\/td>\n<\/tr>\n
245<\/td>\n6.7.2.2.3 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 <\/td>\n<\/tr>\n
246<\/td>\n6.7.2.5 Rehabilitation Measures <\/td>\n<\/tr>\n
247<\/td>\nC6.7.2.5 Rehabilitation Measures
6.7.3 Concrete Frames with Concrete Infills
6.7.3.1 General Considerations <\/td>\n<\/tr>\n
248<\/td>\n6.7.3.2 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 <\/td>\n<\/tr>\n
249<\/td>\n6.7.3.5 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 <\/td>\n<\/tr>\n
251<\/td>\n6.8.1.1 Monolithic Reinforced Concrete Shear Walls and Wall Segments
C6.8.1.1 Monolithic Reinforced Concrete Shear Walls and Wall Segments <\/td>\n<\/tr>\n
252<\/td>\n6.8.1.2 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 <\/td>\n<\/tr>\n
253<\/td>\nC6.8.2.1 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 <\/td>\n<\/tr>\n
255<\/td>\n6.8.2.2.3 Nonlinear Dynamic Procedure
6.8.2.3 Strength
C6.8.2.3 Strength <\/td>\n<\/tr>\n
256<\/td>\n6.8.2.4 Acceptance Criteria
6.8.2.4.1 Linear Static and Dynamic Procedures
6.8.2.4.2 Nonlinear Static and Dynamic Procedures <\/td>\n<\/tr>\n
261<\/td>\n6.8.2.5 Rehabilitation Measures
C6.8.2.5 Rehabilitation Measures <\/td>\n<\/tr>\n
262<\/td>\n6.9 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 <\/td>\n<\/tr>\n
263<\/td>\n6.9.1.3 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 <\/td>\n<\/tr>\n
264<\/td>\n6.9.2.2.3 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 <\/td>\n<\/tr>\n
265<\/td>\n6.9.2.4.2 Nonlinear Static and Dynamic Procedures
6.9.2.5 Rehabilitation Measures
C6.9.2.5 Rehabilitation Measures <\/td>\n<\/tr>\n
266<\/td>\n6.10 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 <\/td>\n<\/tr>\n
267<\/td>\n6.10.3.3 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 <\/td>\n<\/tr>\n
268<\/td>\n6.11.1.3 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 <\/td>\n<\/tr>\n
269<\/td>\n6.11.3 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 <\/td>\n<\/tr>\n
270<\/td>\nC6.12.2 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 <\/td>\n<\/tr>\n
271<\/td>\nC6.13.1.2.2 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 <\/td>\n<\/tr>\n
272<\/td>\nC6.13.4.1 Rehabilitation Measures for Shallow Foundations
C6.13.4.2 Rehabilitation Measures for Deep Foundations <\/td>\n<\/tr>\n
275<\/td>\nps-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 <\/td>\n<\/tr>\n
276<\/td>\n7.3.2 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 <\/td>\n<\/tr>\n
277<\/td>\nC7.3.2.3 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 <\/td>\n<\/tr>\n
278<\/td>\n7.3.2.6 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 <\/td>\n<\/tr>\n
279<\/td>\n7.3.2.9 Minimum Number of Tests
C7.3.2.9 Minimum Number of Tests <\/td>\n<\/tr>\n
280<\/td>\n7.3.2.10 Default Properties <\/td>\n<\/tr>\n
281<\/td>\n7.3.3 Condition Assessment
C7.3.3 Condition Assessment
7.3.3.1 Visual Condition Assessment <\/td>\n<\/tr>\n
282<\/td>\n7.3.3.2 Comprehensive Condition Assessment
C7.3.3.2 Comprehensive Condition Assessment <\/td>\n<\/tr>\n
283<\/td>\n7.3.3.3 Supplemental Tests
C7.3.3.3 Supplemental Tests <\/td>\n<\/tr>\n
285<\/td>\n7.3.4 Knowledge Factor
7.4 Engineering Properties of Masonry Walls
C7.4 Engineering Properties of Masonry Walls <\/td>\n<\/tr>\n
286<\/td>\n7.4.1 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 <\/td>\n<\/tr>\n
288<\/td>\n7.4.2 Unreinforced Masonry Walls and Piers In-Plane
7.4.2.1 Stiffness <\/td>\n<\/tr>\n
289<\/td>\nC7.4.2.1 Stiffness
7.4.2.2 Strength <\/td>\n<\/tr>\n
290<\/td>\n7.4.2.3 Acceptance Criteria <\/td>\n<\/tr>\n
291<\/td>\n7.4.3 Unreinforced Masonry Walls Out-of-Plane
7.4.3.1 Stiffness
7.4.3.2 Strength <\/td>\n<\/tr>\n
292<\/td>\nC7.4.3.2 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 <\/td>\n<\/tr>\n
294<\/td>\n7.4.4.3 Acceptance Criteria <\/td>\n<\/tr>\n
297<\/td>\n7.4.5 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 <\/td>\n<\/tr>\n
298<\/td>\n7.5.1 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 <\/td>\n<\/tr>\n
299<\/td>\n7.5.2 Masonry Infills In-Plane
C7.5.2 Masonry Infills In-Plane
7.5.2.1 Stiffness
C7.5.2.1 Stiffness <\/td>\n<\/tr>\n
301<\/td>\n7.5.2.2 Strength
7.5.2.3 Acceptance Criteria <\/td>\n<\/tr>\n
303<\/td>\n7.5.3 Masonry Infills Out-of-Plane
7.5.3.1 Stiffness <\/td>\n<\/tr>\n
304<\/td>\n7.5.3.2 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 <\/td>\n<\/tr>\n
305<\/td>\n7.6.2 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 <\/td>\n<\/tr>\n
307<\/td>\nps-ch08.pdf
8. Wood and Light Metal Framing
8.1 Scope
C8.1 Scope
8.2 Historical Information
C8.2 Historical Information <\/td>\n<\/tr>\n
308<\/td>\n8.3 Material Properties and Condition Assessment
8.3.1 General <\/td>\n<\/tr>\n
309<\/td>\nC8.3.1 General
8.3.2 Properties of In-Place Materials and Components
8.3.2.1 Material Properties <\/td>\n<\/tr>\n
310<\/td>\n8.3.2.2 Component Properties <\/td>\n<\/tr>\n
311<\/td>\n8.3.2.3 Test Methods to Quantify Material Properties
C8.3.2.3 Test Methods to Quantify Material Properties
8.3.2.4 Minimum Number of Tests <\/td>\n<\/tr>\n
312<\/td>\nC8.3.2.4 Minimum Number of Tests
8.3.2.5 Default Properties <\/td>\n<\/tr>\n
315<\/td>\nC8.3.2.5 Default Properties <\/td>\n<\/tr>\n
316<\/td>\n8.3.3 Condition Assessment
8.3.3.1 General
C8.3.3.1 General <\/td>\n<\/tr>\n
317<\/td>\n8.3.3.2 Scope and Procedures
C8.3.3.2 Scope and Procedures <\/td>\n<\/tr>\n
318<\/td>\n8.3.3.3 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 <\/td>\n<\/tr>\n
319<\/td>\n8.4.2 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 <\/td>\n<\/tr>\n
320<\/td>\n8.4.4 Rehabilitation Measures
C8.4.4 Rehabilitation Measures
8.5 Wood and Light Frame Shear Walls
8.5.1 General <\/td>\n<\/tr>\n
321<\/td>\nC8.5.1 General
8.5.2 Types of Wood Frame Shear Walls
8.5.2.1 Existing Wood Frame Shear Walls <\/td>\n<\/tr>\n
323<\/td>\n8.5.2.2 Enhanced Wood Frame Shear Walls
C8.5.2.2 Enhanced Wood Frame Shear Walls <\/td>\n<\/tr>\n
325<\/td>\n8.5.2.3 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 <\/td>\n<\/tr>\n
326<\/td>\n8.5.3.3 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 <\/td>\n<\/tr>\n
333<\/td>\n8.5.5 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 <\/td>\n<\/tr>\n
334<\/td>\n8.5.6.4 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 <\/td>\n<\/tr>\n
335<\/td>\n8.5.8.3 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 <\/td>\n<\/tr>\n
336<\/td>\n8.5.9.3 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 <\/td>\n<\/tr>\n
337<\/td>\n8.5.10.4 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 <\/td>\n<\/tr>\n
338<\/td>\n8.5.12.4 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 <\/td>\n<\/tr>\n
339<\/td>\n8.5.14.4 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 <\/td>\n<\/tr>\n
340<\/td>\n8.5.16.4 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 <\/td>\n<\/tr>\n
341<\/td>\n8.5.18.3 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 <\/td>\n<\/tr>\n
343<\/td>\n8.6.2.2 Enhanced Wood Diaphragms
C8.6.2.2 Enhanced Wood Diaphragms <\/td>\n<\/tr>\n
344<\/td>\n8.6.2.3 New Wood Diaphragms <\/td>\n<\/tr>\n
345<\/td>\n8.6.3 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 <\/td>\n<\/tr>\n
346<\/td>\n8.6.3.4 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 <\/td>\n<\/tr>\n
347<\/td>\n8.6.5.3 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 <\/td>\n<\/tr>\n
348<\/td>\n8.6.7.2 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 <\/td>\n<\/tr>\n
349<\/td>\nC8.6.8.1 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 <\/td>\n<\/tr>\n
350<\/td>\n8.6.9.2 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 <\/td>\n<\/tr>\n
351<\/td>\n8.7.2 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 <\/td>\n<\/tr>\n
352<\/td>\n8.8 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 <\/td>\n<\/tr>\n
353<\/td>\nps-ch09.pdf
9. Seismic Isolation and Energy Dissipation
9.1 Scope
C9.1 Scope <\/td>\n<\/tr>\n
355<\/td>\n9.2 Seismic Isolation Systems
9.2.1 General Requirements
C9.2.1 General Requirements <\/td>\n<\/tr>\n
356<\/td>\n9.2.2 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 <\/td>\n<\/tr>\n
363<\/td>\n9.2.2.3 Modeling of Isolators <\/td>\n<\/tr>\n
366<\/td>\n9.2.2.4 Isolation System and Superstructure Modeling <\/td>\n<\/tr>\n
367<\/td>\n9.2.3 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 <\/td>\n<\/tr>\n
368<\/td>\nC9.2.3.3 Selection of Analysis Procedure <\/td>\n<\/tr>\n
369<\/td>\n9.2.4 Linear Procedures
9.2.4.1 General
9.2.4.2 Deformation Characteristics of the Isolation System
9.2.4.3 Minimum Lateral Displacements <\/td>\n<\/tr>\n
370<\/td>\n9.2.4.4 Minimum Lateral Forces <\/td>\n<\/tr>\n
371<\/td>\n9.2.4.5 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 <\/td>\n<\/tr>\n
372<\/td>\n9.2.5.3 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 <\/td>\n<\/tr>\n
373<\/td>\n9.2.7.3 Structural System <\/td>\n<\/tr>\n
374<\/td>\n9.2.8 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 <\/td>\n<\/tr>\n
376<\/td>\n9.2.9.3 Determination of Force-Deflection Characteristics
9.2.9.4 System Adequacy
9.2.9.5 Design Properties of the Isolation System <\/td>\n<\/tr>\n
377<\/td>\n9.3 Passive Energy Dissipation Systems
9.3.1 General Requirements <\/td>\n<\/tr>\n
378<\/td>\nC9.3.1 General Requirements
9.3.2 Implementation of Energy Dissipation Devices
9.3.3 Modeling of Energy Dissipation Devices <\/td>\n<\/tr>\n
379<\/td>\nC9.3.3 Modeling of Energy Dissipation Devices
9.3.3.1 Displacement-Dependent Devices
9.3.3.2 Velocity-Dependent Devices <\/td>\n<\/tr>\n
380<\/td>\n9.3.3.3 Other Types of Devices
C9.3.3.3 Other Types of Devices
9.3.4 Linear Procedures <\/td>\n<\/tr>\n
381<\/td>\n9.3.4.1 Linear Static Procedure <\/td>\n<\/tr>\n
382<\/td>\n9.3.4.2 Linear Dynamic Procedure <\/td>\n<\/tr>\n
383<\/td>\n9.3.5 Nonlinear Procedures
9.3.5.1 Nonlinear Static Procedure <\/td>\n<\/tr>\n
384<\/td>\nC9.3.5.1 Nonlinear Static Procedure <\/td>\n<\/tr>\n
385<\/td>\n9.3.5.2 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 <\/td>\n<\/tr>\n
386<\/td>\n9.3.6.4 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 <\/td>\n<\/tr>\n
387<\/td>\n9.3.8.2 Prototype Tests <\/td>\n<\/tr>\n
388<\/td>\n9.3.8.3 Determination of Force-Displacement Characteristics
9.3.8.4 System Adequacy <\/td>\n<\/tr>\n
389<\/td>\n9.4 Other Response Control Systems
C9.4 Other Response Control Systems <\/td>\n<\/tr>\n
391<\/td>\nps-ch10.pdf
10. Simplified Rehabilitation
10.1 Scope
C10.1 Scope
10.2 Procedure <\/td>\n<\/tr>\n
392<\/td>\nC10.2 Procedure <\/td>\n<\/tr>\n
399<\/td>\n10.3 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 <\/td>\n<\/tr>\n
400<\/td>\nC10.3.1.5 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 <\/td>\n<\/tr>\n
401<\/td>\nC10.3.2.3 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 <\/td>\n<\/tr>\n
402<\/td>\nC10.3.3.3 Masonry Shear Walls <\/td>\n<\/tr>\n
403<\/td>\nC10.3.3.4 Shear Walls in Wood Frame Buildings <\/td>\n<\/tr>\n
404<\/td>\nC10.3.4 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 <\/td>\n<\/tr>\n
405<\/td>\nC10.3.6 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 <\/td>\n<\/tr>\n
406<\/td>\nC10.3.6.4 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 <\/td>\n<\/tr>\n
407<\/td>\nC10.3.7.3 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 <\/td>\n<\/tr>\n
408<\/td>\nC10.3.8.2 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 <\/td>\n<\/tr>\n
409<\/td>\nC10.3.8.7 Quality of Masonry <\/td>\n<\/tr>\n
423<\/td>\nps-ch11.pdf
11. Architectural, Mechanical, and Electrical Components
11.1 Scope
C11.1 Scope <\/td>\n<\/tr>\n
424<\/td>\n11.2 Procedure
C11.2 Procedure
11.2.1 Condition Assessment
11.2.2 Sample Size <\/td>\n<\/tr>\n
428<\/td>\n11.3 Historical and Component Evaluation Considerations
11.3.1 Historical Information
C11.3.1 Historical Information
C11.3.1.1 Background <\/td>\n<\/tr>\n
429<\/td>\nC11.3.1.2 Background to Mechanical and Electrical Considerations <\/td>\n<\/tr>\n
430<\/td>\nC11.3.1.3 HVAC Systems <\/td>\n<\/tr>\n
432<\/td>\n11.3.2 Component Evaluation
C11.3.2 Component Evaluation <\/td>\n<\/tr>\n
433<\/td>\n11.4 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 <\/td>\n<\/tr>\n
434<\/td>\n11.5 Structural-Nonstructural Interaction
11.5.1 Response Modification
11.5.2 Base Isolation
11.6 Classification of Acceleration- Sensitive and Deformation- Sensitive Components <\/td>\n<\/tr>\n
435<\/td>\nC11.6 Classification of Acceleration- Sensitive and Deformation- Sensitive Components <\/td>\n<\/tr>\n
436<\/td>\n11.7 Evaluation Procedures
11.7.1 Analytical Procedure
C11.7.1 Analytical Procedure
11.7.2 Prescriptive Procedure
C11.7.2 Prescriptive Procedure <\/td>\n<\/tr>\n
437<\/td>\n11.7.3 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 <\/td>\n<\/tr>\n
438<\/td>\n11.7.5 Deformation Analysis
11.7.6 Other Procedures
C11.7.6 Other Procedures <\/td>\n<\/tr>\n
441<\/td>\n11.8 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 <\/td>\n<\/tr>\n
442<\/td>\n11.9 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 <\/td>\n<\/tr>\n
443<\/td>\n11.9.1.3 Glass Block Units and Other Nonstructural Masonry <\/td>\n<\/tr>\n
444<\/td>\n11.9.1.4 Prefabricated Panels
11.9.1.5 Glazed Exterior Wall Systems <\/td>\n<\/tr>\n
447<\/td>\n11.9.2 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 <\/td>\n<\/tr>\n
448<\/td>\n11.9.2.3 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 <\/td>\n<\/tr>\n
449<\/td>\n11.9.3.4 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 <\/td>\n<\/tr>\n
450<\/td>\n11.9.4.4 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 <\/td>\n<\/tr>\n
451<\/td>\n11.9.6 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 <\/td>\n<\/tr>\n
452<\/td>\n11.9.7.4 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 <\/td>\n<\/tr>\n
453<\/td>\nC11.10.1.1 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 <\/td>\n<\/tr>\n
454<\/td>\n11.10.1.4 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 <\/td>\n<\/tr>\n
455<\/td>\n11.10.2.4 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 <\/td>\n<\/tr>\n
456<\/td>\n11.10.3.4 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 <\/td>\n<\/tr>\n
457<\/td>\nC11.10.5.1 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 <\/td>\n<\/tr>\n
458<\/td>\nC11.10.5.4 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 <\/td>\n<\/tr>\n
459<\/td>\nC11.10.7.2 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 <\/td>\n<\/tr>\n
460<\/td>\n11.10.8.4 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 <\/td>\n<\/tr>\n
461<\/td>\n11.10.9.4 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 <\/td>\n<\/tr>\n
462<\/td>\nC11.11.2.2 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 <\/td>\n<\/tr>\n
463<\/td>\n11.11.3.4 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 <\/td>\n<\/tr>\n
464<\/td>\n11.11.5.2 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 <\/td>\n<\/tr>\n
465<\/td>\n11.11.6.4 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 <\/td>\n<\/tr>\n
467<\/td>\nps-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 <\/td>\n<\/tr>\n
468<\/td>\nH2 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 <\/td>\n<\/tr>\n
469<\/td>\nH2 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 <\/td>\n<\/tr>\n
470<\/td>\nH2 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 <\/td>\n<\/tr>\n
471<\/td>\nH2 Heading – A.6.3 Rehabilitation Strategies
H2 Heading – A.6.4 Rehabilitation Objectives <\/td>\n<\/tr>\n
473<\/td>\nps-sym.pdf
H0 Chapter Title – Symbols <\/td>\n<\/tr>\n
486<\/td>\nH1 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), … <\/td>\n<\/tr>\n
488<\/td>\nH1 Heading – Effective vertical stress, Equation (4 5) <\/td>\n<\/tr>\n
489<\/td>\nps-acr.pdf
H0 Chapter Title – Acronyms <\/td>\n<\/tr>\n
491<\/td>\nps-def.pdf
H0 Chapter Title – Definitions <\/td>\n<\/tr>\n
501<\/td>\nps-ref.pdf
H0 Chapter Title – References <\/td>\n<\/tr>\n
511<\/td>\nps-idx.pdf
H0 Chapter Title – Index <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA 356 – Prestandard and Commentary for the Seismic Rehabilitation of Buildings<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2000<\/td>\n518<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":74346,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-74345","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-fema","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/74345","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/74346"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=74345"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=74345"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=74345"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}