{"id":124724,"date":"2024-10-19T04:59:35","date_gmt":"2024-10-19T04:59:35","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-standard-41-seismicevaluationandretrofitofexistingbuildings-2013-1\/"},"modified":"2024-10-24T23:12:09","modified_gmt":"2024-10-24T23:12:09","slug":"asce-standard-41-seismicevaluationandretrofitofexistingbuildings-2013-1","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-standard-41-seismicevaluationandretrofitofexistingbuildings-2013-1\/","title":{"rendered":"ASCE Standard 41 SeismicEvaluationandRetrofitofExistingBuildings 2013 1"},"content":{"rendered":"

Sponsored by the Structural Engineering Institute of ASCE Seismic Evaluation and Retrofit of Existing Buildings describes deficiency-based and systematic procedures that use performance-based principles to evaluate and retrofit existing buildings to withstand the effects of earthquakes. This next-generation standard combines the evaluation and retrofit process and puts forth a three-tiered process for seismic evaluation according to a range of building performance levels\u2014from collapse prevention to operational\u2014that marry targeted structural performance with the performance of nonstructural elements. The deficiency-based procedures allow the evaluation and retrofit effort to focus on specific potential deficiencies deemed, on the basis of past earthquake observations, to be of concern for a permissible set of building types and heights. The systematic procedure, applicable to any building, sets forth a methodology to evaluate the entire building in a rigorous manner. Analysis procedures and acceptance criteria are established and requirements put forth for foundations and geologic site hazards; components made of steel, concrete, masonry, wood, and cold-formed steel; architectural mechanical and electrical components and systems; and seismic isolation and energy dissipation systems. In addition, screening checklists are provided for a variety of building types and seismicity levels in support of the Tier 1 process. This standard updates and replaces the previous Standard ASCE\/SEI 41-06, Seismic Rehabilitation of Existing Buildings, as well as Standard ASCE\/SEI 31-03, Seismic Evaluation of Existing Buildings. Standard ASCE\/SEI 41-13 serves structural engineers, design professionals, code officials, and building owners interested in improving the seismic performance of existing buildings.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
4<\/td>\nSTANDARDS <\/td>\n<\/tr>\n
6<\/td>\nFOREWORD <\/td>\n<\/tr>\n
8<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
10<\/td>\nUNIT CONVERSIONS <\/td>\n<\/tr>\n
12<\/td>\nCONTENTS <\/td>\n<\/tr>\n
38<\/td>\n1 GENERAL REQUIREMENTS
1.1 Scope
C1.1 Scope <\/td>\n<\/tr>\n
40<\/td>\n1.2 Definitions and Notations
1.2.1 Definitions <\/td>\n<\/tr>\n
46<\/td>\n1.2.2 Notations <\/td>\n<\/tr>\n
58<\/td>\n1.3 Evaluation and Retrofit Process
C1.3 Evaluation and Retrofit Process <\/td>\n<\/tr>\n
59<\/td>\n1.4 Seismic Evaluation Process
C1.4 Seismic Evaluation Process
1.4.1 Selection of Performance Objective
C1.4.1 Selection of Performance Objective
1.4.2 Level of Seismicity
1.4.3 As-Built Information <\/td>\n<\/tr>\n
61<\/td>\nC1.4.3 As-Built Information
1.4.4 Evaluation Procedures
C1.4.4 Evaluation Procedures
1.4.5 Evaluation Report
C1.4.5 Evaluation Report
1.5 Seismic Retrofit Process
C1.5 Seismic Retrofit Process
1.5.1 Initial Considerations
C1.5.1 Initial Considerations <\/td>\n<\/tr>\n
63<\/td>\n1.5.2 Selection of Performance Objective
C1.5.2 Selection of Performance Objective
1.5.3 Level of Seismicity
1.5.4 As-Built Information
1.5.5 Retrofit Procedures
C1.5.5 Retrofit Procedures
1.5.6 Retrofit Strategies <\/td>\n<\/tr>\n
64<\/td>\nC1.5.6 Retrofit Strategies <\/td>\n<\/tr>\n
65<\/td>\n1.5.7 Retrofit Measures
1.5.8 Verification of Retrofit Design
C1.5.8 Verification of Retrofit Design
1.5.9 Construction Documents
C1.5.9 Construction Documents
1.5.10 Construction Quality Assurance
C1.5.10 Construction Quality Assurance <\/td>\n<\/tr>\n
68<\/td>\n2 PERFORMANCE OBJECTIVES AND SEISMIC HAZARDS
2.1 Scope
2.2 Performance Objectives
C2.2 Performance Objectives
2.2.1 Basic Performance Objective for Existing Buildings (BPOE)
C2.2.1 Basic Performance Objective for Existing Buildings (BPOE) <\/td>\n<\/tr>\n
71<\/td>\n2.2.2 Enhanced Performance Objectives
C2.2.2 Enhanced Performance Objectives
2.2.3 Limited Performance Objectives
C2.2.3 Limited Performance Objectives
2.2.4 Basic Performance Objective Equivalent to New Building Standards (BPON)
C2.2.4 Basic Performance Objective Equivalent to New Building Standards (BPON) <\/td>\n<\/tr>\n
72<\/td>\n2.2.5 System-Specific Performance Procedures
C2.2.5 System-Specific Performance Procedures
2.3 Target Building Performance Levels <\/td>\n<\/tr>\n
73<\/td>\nC2.3 Target Building Performance Levels
2.3.1 Structural Performance Levels and Ranges
C2.3.1 Structural Performance Levels and Ranges <\/td>\n<\/tr>\n
76<\/td>\n2.3.2 Nonstructural Performance Levels
C2.3.2 Nonstructural Performance Levels <\/td>\n<\/tr>\n
80<\/td>\n2.3.3 Designation of Target Building Performance Levels
C2.3.3 Designation of Target Building Performance Levels <\/td>\n<\/tr>\n
81<\/td>\n2.4 Seismic Hazard
2.4.1 General Procedure for Hazard Caused by Ground Shaking <\/td>\n<\/tr>\n
82<\/td>\nC2.4.1 General Procedure for Hazard Caused by Ground Shaking <\/td>\n<\/tr>\n
85<\/td>\n2.4.2 Site-Specific Procedure for Hazards Caused by Ground Shaking <\/td>\n<\/tr>\n
86<\/td>\n2.5 Level of Seismicity
C2.5 Level of Seismicity <\/td>\n<\/tr>\n
88<\/td>\n3 EVALUATION AND RETROFIT REQUIREMENTS
3.1 Scope
3.2 As-Built Information
C3.2 As-Built Information
3.2.1 Building Type
C3.2.1 Building Type <\/td>\n<\/tr>\n
91<\/td>\n3.2.2 Building Configuration
C3.2.2 Building Configuration
3.2.3 Component Properties
C3.2.3 Component Properties
3.2.4 Site and Foundation Information <\/td>\n<\/tr>\n
92<\/td>\nC3.2.4 Site and Foundation Information
3.2.5 Adjacent Buildings
3.3 Evaluation and Retrofit Procedures
3.3.1 Limitations on the Use of the Tier 1 and 2 Evaluation and Retrofit Procedures
C3.3.1 Limitations on the Use of the Tier 1 and 2 Evaluation and Retrofit Procedures <\/td>\n<\/tr>\n
95<\/td>\n3.3.2 Tier 1 Screening Procedure
C3.3.2 Tier 1 Screening Procedure
3.3.3 Tier 2 Deficiency-Based Evaluation and Retrofit Procedures
C3.3.3 Tier 2 Deficiency-Based Evaluation and Retrofit Procedures <\/td>\n<\/tr>\n
96<\/td>\n3.3.4 Tier 3 Systematic Evaluation and Retrofit Procedures <\/td>\n<\/tr>\n
98<\/td>\n4 TIER 1 SCREENING
4.1 Scope
C4.1 Scope
4.1.1 Performance Level
4.1.2 Seismic Hazard Level
4.1.3 Level of Seismicity
4.2 Scope of Investigation Required
4.2.1 On-Site Investigation and Condition Assessment
4.2.2 Building Type
C4.2.2 Building Type
4.2.3 Default Material Values <\/td>\n<\/tr>\n
100<\/td>\nC4.2.3 Default Material Properties <\/td>\n<\/tr>\n
101<\/td>\n4.3 Benchmark Buildings
C4.3 Benchmark Buildings <\/td>\n<\/tr>\n
103<\/td>\n4.4 Selection and Use of Checklists <\/td>\n<\/tr>\n
104<\/td>\nC4.4 Selection and Use of Checklists
4.5 Tier 1 Analysis
4.5.1 Overview
4.5.2 Seismic forces <\/td>\n<\/tr>\n
106<\/td>\n4.5.3 Quick Checks for Strength and Stiffness <\/td>\n<\/tr>\n
110<\/td>\n5 TIER 2 DEFICIENCY-BASED EVALUATION AND RETROFIT
5.1 Scope
C5.1 Scope
5.2 General Requirements
C5.2 General Requirements
5.2.1 Performance Level and Seismic Hazard Level
C5.2.1 Performance Level and Seismic Hazard Level
5.2.2 As-Built Information <\/td>\n<\/tr>\n
113<\/td>\nC5.2.2 As-Built Information
5.2.3 Condition Assessment
C5.2.3 Condition Assessment
5.2.4 Tier 2 Analysis Methods
C5.2.4 Tier 2 Analysis Methods
5.2.5 Tier 2 Acceptance Criteria
C5.2.5 Tier 2 Acceptance Criteria
5.2.6 Knowledge Factor
C5.2.6 Knowledge Factor
5.3 Tier 2 Deficiency-Based Evaluation Requirements <\/td>\n<\/tr>\n
114<\/td>\nC5.3 Tier 2 Deficiency-Based Evaluation Requirements
5.4 Procedures for Basic Configuration of Building Systems
5.4.1 General
5.4.2 Building Configuration <\/td>\n<\/tr>\n
115<\/td>\n5.4.3 Geologic Site Hazards and Foundation Components
5.5 Procedures for Seismic-force-Resisting Systems
5.5.1 General
5.5.2 Procedures for Moment Frames <\/td>\n<\/tr>\n
117<\/td>\n5.5.3 Procedures for Shear Walls <\/td>\n<\/tr>\n
118<\/td>\n5.5.4 Procedures for Braced Frames <\/td>\n<\/tr>\n
119<\/td>\n5.6 Procedures for Diaphragms
5.6.1 General Procedures for Diaphragms
5.6.2 Procedures for Wood Diaphragms
5.6.3 Procedures for Metal Deck Diaphragms
5.6.4 Procedures for Precast Concrete Diaphragms
5.6.5 Diaphragms Other than Wood, Metal Deck, Concrete, or Horizontal Bracing
5.7 Procedures for Connections
5.7.1 Anchorage for Normal forces
5.7.2 Connections for Shear Transfer
5.7.3 Connections for Vertical Elements <\/td>\n<\/tr>\n
120<\/td>\n5.7.4 Interconnection of Elements
5.7.5 Roof and Wall Panel Connections
5.8 Tier 2 Deficiency-Based Retrofit Requirements
C5.8 Tier 2 Deficiency-Based Retrofit Requirements <\/td>\n<\/tr>\n
126<\/td>\n6 TIER 3 SYSTEMATIC EVALUATION AND RETROFIT
6.1 Scope
C6.1 Scope
6.2 Data Collection Requirements
C6.2 Data Collection Requirements
6.2.1 Minimum Data Collection Requirements
6.2.2 Usual Data Collection Requirements <\/td>\n<\/tr>\n
127<\/td>\n6.2.3 Comprehensive Data Collection Requirements
C6.2.3 Comprehensive Data Collection Requirements
6.2.4 Knowledge Factor <\/td>\n<\/tr>\n
128<\/td>\n6.3 Tier 3 Evaluation Requirements
C6.3 Tier 3 Evaluation Requirements
6.4 Tier 3 Retrofit Requirements
C6.4 Tier 3 Retrofit Requirements <\/td>\n<\/tr>\n
130<\/td>\n7 ANALYSIS PROCEDURES AND ACCEPTANCE CRITERIA
7.1 Scope
C7.1 Scope
7.2 General Analysis Requirements
7.2.1 Analysis Procedures
7.2.2 Component Gravity Loads and Load Combinations <\/td>\n<\/tr>\n
131<\/td>\nC7.2.2 Component Gravity Loads and Load Combinations
7.2.3 Mathematical Modeling <\/td>\n<\/tr>\n
133<\/td>\n7.2.4 Configuration
C7.2.4 Configuration
7.2.5 Multidirectional Seismic Effects <\/td>\n<\/tr>\n
135<\/td>\n7.2.6 P-Δ Effects
C7.2.6 P-Δ Effects
7.2.7 Soil\u2013Structure Interaction
C7.2.7 Soil\u2013Structure Interaction <\/td>\n<\/tr>\n
136<\/td>\n7.2.8 Overturning
C7.2.8 Overturning
7.2.9 Diaphragms, Chords, Collectors, and Ties <\/td>\n<\/tr>\n
137<\/td>\nC7.2.9 Diaphragms, Chords, Collectors, and Ties <\/td>\n<\/tr>\n
138<\/td>\n7.2.10 Continuity
C.7.2.10 Continuity
7.2.11 Structural Walls and Their Anchorage <\/td>\n<\/tr>\n
139<\/td>\n7.2.12 Structures Sharing Common Elements
7.2.13 Building Separation
7.2.14 Verification of Analysis Assumptions
C7.2.14 Verification of Analysis Assumptions <\/td>\n<\/tr>\n
140<\/td>\n7.3 Analysis Procedure Selection
C7.3 Analysis Procedure Selection
7.3.1 Linear Procedures
C7.3.1 Linear Procedures <\/td>\n<\/tr>\n
141<\/td>\n7.3.2 Nonlinear Procedures <\/td>\n<\/tr>\n
142<\/td>\n7.3.3 Alternative Rational Analysis
7.4 Analysis Procedures
7.4.1 Linear Static Procedure (LSP) <\/td>\n<\/tr>\n
146<\/td>\n7.4.2 Linear Dynamic Procedure (LDP)
7.4.3 Nonlinear Static Procedure NSP <\/td>\n<\/tr>\n
150<\/td>\n7.4.4 Nonlinear Dynamic Procedure (NDP) <\/td>\n<\/tr>\n
151<\/td>\n7.5 Acceptance Criteria
7.5.1 General Requirements
C7.5.1 General Requirements <\/td>\n<\/tr>\n
155<\/td>\n7.5.2 Linear Procedures <\/td>\n<\/tr>\n
156<\/td>\n7.5.3 Nonlinear Procedures
7.6 Alternative Modeling Parameters and Acceptance Criteria
C7.6 Alternative Modeling Parameters and Acceptance Criteria <\/td>\n<\/tr>\n
157<\/td>\n7.6.1 Experimental Setup
C7.6.1 Experimental Setup
7.6.2 Data Reduction and Reporting <\/td>\n<\/tr>\n
158<\/td>\nC.7.6.2 Data Reduction and Reporting
7.6.3 Analysis Parameters and Acceptance Criteria for Subassemblies Based on Experimental Data <\/td>\n<\/tr>\n
159<\/td>\nC7.6.3 Analysis Parameters and Acceptance Criteria for Subassemblies Based on Experimental Data <\/td>\n<\/tr>\n
160<\/td>\n8 FOUNDATIONS AND GEOLOGIC SITE HAZARDS
8.1 Scope
C8.1 Scope
8.2 Site Characterization
C8.2 Site Characterization
8.2.1 Foundation Information <\/td>\n<\/tr>\n
161<\/td>\n8.2.2 Seismic\u2013Geologic Site Hazards
C8.2.2 Seismic\u2013Geologic Site Hazards <\/td>\n<\/tr>\n
165<\/td>\n8.3 Mitigation of Seismic\u2013Geologic Site Hazards
C8.3 Mitigation of Seismic\u2013Geologic Site Hazards <\/td>\n<\/tr>\n
166<\/td>\n8.4 Foundation Strength and Stiffness
C8.4 Foundation Strength and Stiffness <\/td>\n<\/tr>\n
167<\/td>\n8.4.1 Expected Foundation Capacities
C8.4.1 Expected Foundation Capacities
8.4.2 Load-Deformation Characteristics for Shallow Foun dations
C8.4.2 Load-Deformation Characteristics for Shallow Foun dations <\/td>\n<\/tr>\n
176<\/td>\n8.4.3 Pile Foundations <\/td>\n<\/tr>\n
177<\/td>\n8.4.4 Drilled Shafts
C8.4.4 Drilled Shafts
8.4.5 Deep Foundation Acceptance Criteria <\/td>\n<\/tr>\n
178<\/td>\n8.5 Kinematic Interaction and Radiation Damping Soil\u2013Structure Interaction Effects
C8.5 Kinematic Interaction and Radiation Damping Soil\u2013Structure Interaction Effects
8.5.1 Kinematic Interaction <\/td>\n<\/tr>\n
179<\/td>\n8.5.2 Foundation Damping Soil\u2013Structure Interaction Effects <\/td>\n<\/tr>\n
180<\/td>\nC8.5.2 Foundation Damping Soil\u2013Structure Interaction Effects
8.6 Seismic Earth Pressure
C8.6 Seismic Earth Pressure
8.7 Foundation Retrofit <\/td>\n<\/tr>\n
181<\/td>\nC8.7 Foundation Retrofit <\/td>\n<\/tr>\n
182<\/td>\n9 STEEL
9.1 Scope
C9.1 Scope
9.2 Material Properties and Condition Assessment
9.2.1 General
C9.2.1 General
9.2.2 Properties of In-Place Materials and Components <\/td>\n<\/tr>\n
185<\/td>\n9.2.3 Condition Assessment <\/td>\n<\/tr>\n
186<\/td>\n9.2.4 Knowledge Factor
9.3 General Assumptions and Requirements
9.3.1 Stiffness
9.3.2 Strength and Acceptance Criteria <\/td>\n<\/tr>\n
187<\/td>\n9.3.3 Retrofit Measures
9.4 Steel Moment Frames
9.4.1 General
C9.4.1 General
9.4.2 Fully Restrained (FR) Moment Frames <\/td>\n<\/tr>\n
198<\/td>\n9.4.3 Partially Restrained (PR) Moment Frames <\/td>\n<\/tr>\n
201<\/td>\n9.5 Steel Braced Frames
9.5.1 General <\/td>\n<\/tr>\n
202<\/td>\nC9.5.1 General
9.5.2 Concentrically Braced Frames <\/td>\n<\/tr>\n
204<\/td>\n9.5.3 Eccentrically Braced Frames <\/td>\n<\/tr>\n
205<\/td>\n9.5.4 Buckling-Restrained Braced Frames <\/td>\n<\/tr>\n
207<\/td>\n9.6 Steel Plate Shear Walls
9.6.1 General
C9.6.1 General
9.6.2 Stiffness of Steel Plate Shear Walls
9.6.3 Strength of Steel Plate Shear Walls
9.6.4 Acceptance Criteria for Steel Plate Shear Walls <\/td>\n<\/tr>\n
208<\/td>\n9.6.5 Retrofit Measures for Steel Plate Shear Walls
C9.6.5 Retrofit Measures for Steel Plate Shear Walls
9.7 Steel Frames with Infills
C9.7 Steel Frames with Infills
9.8 Diaphragms
9.8.1 Bare Metal Deck Diaphragms <\/td>\n<\/tr>\n
209<\/td>\n9.8.2 Metal Deck Diaphragms with Structural Concrete Topping <\/td>\n<\/tr>\n
210<\/td>\n9.8.3 Metal Deck Diaphragms with Nonstructural Topping <\/td>\n<\/tr>\n
211<\/td>\n9.8.4 Horizontal Steel Bracing (Steel Truss Diaphragms) <\/td>\n<\/tr>\n
212<\/td>\n9.8.5 Archaic Diaphragms
9.8.6 Chord and Collector Elements <\/td>\n<\/tr>\n
213<\/td>\n9.9 Steel Pile Foundations
9.9.1 General
C9.9.1 General
9.9.2 Stiffness of Steel Pile Foundations
9.9.3 Strength of Steel Pile Foundations
9.9.4 Acceptance Criteria for Steel Pile Foundations
C9.9.4 Acceptance Criteria for Steel Pile Foundations
9.9.5 Retrofit Measures for Steel Pile Foundations
C9.9.5 Retrofit Measures for Steel Pile Foundations
9.10 Cast and Wrought Iron
9.10.1 General
9.10.2 Stiffness of Cast and Wrought Iron
9.10.3 Strength and Acceptance Criteria for Cast and Wrought Iron <\/td>\n<\/tr>\n
216<\/td>\n10 CONCRETE
10.1 Scope
C10.1 Scope
10.2 Material Properties and Condition Assessment
10.2.1 General
C10.2.1 General <\/td>\n<\/tr>\n
217<\/td>\n10.2.2 Properties of In-Place Materials and Components <\/td>\n<\/tr>\n
221<\/td>\n10.2.3 Condition Assessment <\/td>\n<\/tr>\n
222<\/td>\n10.2.4 Knowledge Factor
10.3 General Assumptions and Requirements
10.3.1 Modeling and Design <\/td>\n<\/tr>\n
224<\/td>\n10.3.2 Strength and Deformability <\/td>\n<\/tr>\n
225<\/td>\n10.3.3 Flexure and Axial Loads
C10.3.3 Flexure and Axial Loads <\/td>\n<\/tr>\n
226<\/td>\n10.3.4 Shear and Torsion
C10.3.4 Shear and Torsion
10.3.5 Development and Splices of Reinforcement <\/td>\n<\/tr>\n
227<\/td>\nC10.3.5 Development and Splices of Reinforcement
10.3.6 Connections to Existing Concrete
C10.3.6 Connections to Existing Concrete <\/td>\n<\/tr>\n
228<\/td>\n10.3.7 Retrofit Measures
10.4 Concrete Moment Frames
10.4.1 Types of Concrete Moment Frames
10.4.2 Reinforced Concrete Beam\u2013Column Moment Frames <\/td>\n<\/tr>\n
236<\/td>\n10.4.3 Posttensioned Concrete Beam\u2013Column Moment Frames <\/td>\n<\/tr>\n
238<\/td>\n10.4.4 Slab\u2013Column Moment Frames <\/td>\n<\/tr>\n
242<\/td>\n10.5 Precast Concrete Frames
10.5.1 Types of Precast Concrete Frames
10.5.2 Precast Concrete Frames Expected to Resist Seismic forces
10.5.3 Precast Concrete Frames Not Expected to Resist Seismic forces Directly <\/td>\n<\/tr>\n
243<\/td>\n10.6 Concrete Frames with Infills
10.6.1 Types of Concrete Frames with Infills
10.6.2 Concrete Frames with Masonry Infills <\/td>\n<\/tr>\n
245<\/td>\n10.6.3 Concrete Frames with Concrete Infills <\/td>\n<\/tr>\n
246<\/td>\n10.7 Concrete Shear Walls
10.7.1 Types of Concrete Shear Walls and Associated Components
C10.7.1 Types of Concrete Shear Walls and Associated Components <\/td>\n<\/tr>\n
248<\/td>\n10.7.2 Reinforced Concrete Shear Walls, Wall Segments, and Coupling Beams <\/td>\n<\/tr>\n
254<\/td>\n10.8 Precast Concrete Shear Walls
10.8.1 Types of Precast Shear Walls
10.8.2 Precast Concrete Shear Walls and Wall Segments <\/td>\n<\/tr>\n
256<\/td>\n10.9 Concrete Braced Frames
10.9.1 Types of Concrete Braced Frames
10.9.2 General
10.9.3 Stiffness of Concrete Braced Frames <\/td>\n<\/tr>\n
257<\/td>\n10.9.4 Strength of Concrete Braced Frames
10.9.5 Acceptance Criteria for Concrete Braced Frames
10.9.6 Retrofit Measures for Concrete Braced Frames
C10.9.6 Retrofit Measures for Concrete Braced Frames
10.10 Cast-in-Place Concrete Diaphragms
10.10.1 Components of Cast-in-Place Concrete Diaphragms
10.10.2 Analysis, Modeling, and Acceptance Criteria for Cast-in-Place Concrete Diaphragms <\/td>\n<\/tr>\n
258<\/td>\n10.10.3 Retrofit Measures for Cast-in-Place Concrete Diaphragms
C10.10.3 Retrofit Measures for Cast-in-Place Concrete Diaphragms
10.11 Precast Concrete Diaphragms
10.11.1 Components of Precast Concrete Diaphragms
C10.11.1 Components of Precast Concrete Diaphragms
10.11.2 Analysis, Modeling, and Acceptance Criteria for Precast Concrete Diaphragms
C10.11.2 Analysis, Modeling, and Acceptance Criteria for Precast Concrete Diaphragms
10.11.3 Retrofit Measures for Precast Concrete Diaphragms
C10.11.3 Retrofit Measures for Precast Concrete Diaphragms
10.12 Concrete Foundations
10.12.1 Types of Concrete Foundations <\/td>\n<\/tr>\n
259<\/td>\n10.12.2 Analysis of Existing Concrete Foundations
C10.12.2 Analysis of Existing Concrete Foundations
10.12.3 Evaluation of Existing Condition
10.12.4 Retrofit Measures for Concrete Foundations
C10.12.4 Retrofit Measures for Concrete Foundations <\/td>\n<\/tr>\n
262<\/td>\n11 MASONRY
11.1 Scope
C11.1 Scope
11.2 Condition Assessment and Material Properties
11.2.1 General <\/td>\n<\/tr>\n
263<\/td>\nC11.2.1 General
11.2.2 Condition Assessment
C11.2.2 Condition Assessment <\/td>\n<\/tr>\n
266<\/td>\n11.2.3 Properties of In-Place Materials and Components <\/td>\n<\/tr>\n
269<\/td>\n11.2.4 Knowledge Factor
11.3 Masonry Walls
C11.3 Masonry Walls <\/td>\n<\/tr>\n
270<\/td>\n11.3.1 Types of Masonry Walls
C11.3.1 Types of Masonry Walls <\/td>\n<\/tr>\n
271<\/td>\n11.3.2 Unreinforced Masonry (URM) Walls and Wall Piers Subject to In-Plane Actions <\/td>\n<\/tr>\n
278<\/td>\n11.3.3 Unreinforced Masonry Walls Subject to Out-of-Plane Actions <\/td>\n<\/tr>\n
279<\/td>\n11.3.4 Reinforced Masonry Walls and Wall Piers In-Plane <\/td>\n<\/tr>\n
280<\/td>\n11.3.5 Reinforced Masonry Wall Out-of-Plane Actions <\/td>\n<\/tr>\n
281<\/td>\n11.4 Masonry Infills
C11.4 Masonry Infills
11.4.1 Types of Masonry Infills
11.4.2 Masonry Infill In-Plane Actions
C11.4.2 Masonry Infill In-Plane Actions <\/td>\n<\/tr>\n
284<\/td>\n11.4.3 Masonry Infill Wall Out-of-Plane Actions <\/td>\n<\/tr>\n
285<\/td>\n11.5 Anchorage to Masonry Walls
11.5.1 Types of Anchors
11.5.2 Analysis of Anchors
C11.5.2 Analysis of Anchors
11.5.3 Quality Assurance for Anchors in Masonry Walls <\/td>\n<\/tr>\n
286<\/td>\nC11.5.3 Quality Assurance for Anchors in Masonry Walls
11.6 Masonry Foundation Elements
11.6.1 Types of Masonry Foundations
C11.6.1 Types of Masonry Foundations
11.6.2 Analysis of Existing Foundations
11.6.3 Foundation Retrofit Measures
C11.6.3 Foundation Retrofit Measures <\/td>\n<\/tr>\n
288<\/td>\n12 WOOD AND COLD-FORMED STEEL LIGHT FRAME
12.1 Scope
C12.1 Scope
12.2 Material Properties and Condition Assessment
12.2.1 General
C12.2.1 General <\/td>\n<\/tr>\n
289<\/td>\n12.2.2 Properties of In-Place Materials and Components <\/td>\n<\/tr>\n
292<\/td>\n12.2.3 Condition Assessment <\/td>\n<\/tr>\n
294<\/td>\n12.2.4 Knowledge Factor
12.3 General Assumptions and Requirements
12.3.1 Stiffness
12.3.2 Strength and Acceptance Criteria <\/td>\n<\/tr>\n
295<\/td>\n12.3.3 Connection Requirements
C12.3.3 Connection Requirements
12.3.4 Components Supporting Discontinuous Shear Walls
12.3.5 Retrofit Measures
C12.3.5 Retrofit Measures <\/td>\n<\/tr>\n
296<\/td>\n12.4 Wood and CFS Light-Frame Shear Walls
12.4.1 General
C12.4.1 General <\/td>\n<\/tr>\n
297<\/td>\n12.4.2 Types of Wood Frame Shear Walls <\/td>\n<\/tr>\n
299<\/td>\n12.4.3 Types of CFS Light-Frame Shear Walls
12.4.4 Stiffness, Strength, Acceptance Criteria, and Connection Design for Wood Frame Shear Walls <\/td>\n<\/tr>\n
306<\/td>\n12.4.5 Stiffness, Strength, Acceptance Criteria, and Connection Design for CFS Light-Frame Shear Walls <\/td>\n<\/tr>\n
307<\/td>\n12.5 Wood Diaphragms
12.5.1 General
C12.5.1 General
12.5.2 Types of Wood Diaphragms <\/td>\n<\/tr>\n
309<\/td>\n12.5.3 Stiffness, Strength, Acceptance Criteria, and Connection Design for Wood Diaphragms <\/td>\n<\/tr>\n
312<\/td>\n12.6 Wood Foundations
12.6.1 Types of Wood Foundations
C12.6.1 Types of Wood Foundations
12.6.2 Analysis, Strength, and Acceptance Criteria for Wood Foundations <\/td>\n<\/tr>\n
313<\/td>\nC12.6.2 Analysis, Strength, and Acceptance Criteria for Wood Foundations
12.6.3 Retrofit Measures for Wood Foundations
C12.6.3 Retrofit Measures for Wood Foundations
12.7 Other Wood Elements and Components
12.7.1 General
C12.7.1 General <\/td>\n<\/tr>\n
314<\/td>\n13 ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS
13.1 Scope
C13.1 Scope
13.2 Evaluation and Retrofit Procedure for Nonstructural Components <\/td>\n<\/tr>\n
316<\/td>\nC13.2 Evaluation and Retrofit Procedure for Nonstructural Components
13.2.1 Data Collection and Condition Assessment <\/td>\n<\/tr>\n
317<\/td>\nC13.2.1 Data Collection and Condition Assessment
13.2.2 Classification of Acceleration-Sensitive and Deformation-Sensitive Components
C13.2.2 Classification of Acceleration-Sensitive and Deformation-Sensitive Components
13.3 Component Evaluation <\/td>\n<\/tr>\n
318<\/td>\nC13.3 Component Evaluation
13.4 Evaluation and Retrofit Procedures
13.4.1 Analytical Procedure
C13.4.1 Analytical Procedure
13.4.2 Prescriptive Procedure
C13.4.2 Prescriptive Procedure
13.4.3 force Analysis: General Equations <\/td>\n<\/tr>\n
321<\/td>\n13.4.4 Deformation Analysis
13.4.5 Component Testing
13.5 Retrofit Approaches
C13.5 Retrofit Approaches <\/td>\n<\/tr>\n
322<\/td>\n13.6 Architectural Components: Definition, Behavior, and Acceptance Criteria
13.6.1 Exterior Wall Components <\/td>\n<\/tr>\n
326<\/td>\n13.6.2 Partitions <\/td>\n<\/tr>\n
327<\/td>\n13.6.3 Interior Veneers
13.6.4 Ceilings <\/td>\n<\/tr>\n
328<\/td>\n13.6.5 Parapets and Cornices
13.6.6 Architectural Appendages and Marquees <\/td>\n<\/tr>\n
329<\/td>\n13.6.7 Chimneys and Stacks
13.6.8 Stairs and Stair Enclosures
13.6.9 Doors Required for Emergency Services Egress in Essential Facilities <\/td>\n<\/tr>\n
330<\/td>\n13.7 Mechanical, Electrical, and Plumbing Components: Definition, Behavior, and Acceptance Criteria
13.7.1 Mechanical Equipment <\/td>\n<\/tr>\n
331<\/td>\n13.7.2 Storage Vessels and Water Heaters <\/td>\n<\/tr>\n
332<\/td>\n13.7.3 Pressure Piping
13.7.4 Fire Suppression Piping <\/td>\n<\/tr>\n
333<\/td>\n13.7.5 Fluid Piping Other than Fire Suppression <\/td>\n<\/tr>\n
334<\/td>\n13.7.6 Ductwork
13.7.7 Electrical and Communications Equipment <\/td>\n<\/tr>\n
335<\/td>\n13.7.8 Electrical and Communications Distribution Components <\/td>\n<\/tr>\n
336<\/td>\n13.7.9 Light Fixtures
13.8 Furnishings and Interior Equipment: Definition, Behavior, and Acceptance Criteria
13.8.1 Storage Racks <\/td>\n<\/tr>\n
337<\/td>\n13.8.2 Contents
13.8.3 Computer Access Floors
13.8.4 Hazardous Materials Storage <\/td>\n<\/tr>\n
338<\/td>\n13.8.5 Computer and Communication Racks
13.8.6 Elevators <\/td>\n<\/tr>\n
339<\/td>\n13.8.7 Conveyors <\/td>\n<\/tr>\n
340<\/td>\n14 SEISMIC ISOLATION AND ENERGY DISSIPATION
14.1 Scope
C14.1 Scope <\/td>\n<\/tr>\n
341<\/td>\n14.2 Seismic Isolation Systems
14.2.1 General Requirements
C14.2.1 General Requirements
14.2.2 Mechanical Properties and Modeling of Seismic Isolation Systems
C14.2.2 Mechanical Properties and Modeling of Seismic Isolation Systems <\/td>\n<\/tr>\n
348<\/td>\n14.2.3 General Criteria for Seismic Isolation Design <\/td>\n<\/tr>\n
350<\/td>\n14.2.4 Linear Procedures <\/td>\n<\/tr>\n
352<\/td>\n14.2.5 Nonlinear Procedures <\/td>\n<\/tr>\n
353<\/td>\n14.2.6 Nonstructural Components
14.2.7 Detailed System Requirements <\/td>\n<\/tr>\n
355<\/td>\n14.2.8 Isolation System Testing and Design Properties <\/td>\n<\/tr>\n
357<\/td>\n14.3 Passive Energy Dissipation Systems
14.3.1 General Requirements <\/td>\n<\/tr>\n
358<\/td>\nC14.3.1 General Requirements
14.3.2 Implementation of Energy Dissipation Devices <\/td>\n<\/tr>\n
359<\/td>\n14.3.3 Modeling of Energy Dissipation Devices
C14.3.3 Modeling of Energy Dissipation Devices <\/td>\n<\/tr>\n
360<\/td>\n14.3.4 Linear Analysis Procedures
C14.3.4 Linear Analysis Procedures <\/td>\n<\/tr>\n
362<\/td>\n14.3.5 Nonlinear Analysis Procedures <\/td>\n<\/tr>\n
364<\/td>\n14.3.6 Detailed Systems Requirements
14.3.7 Design Review
C14.3.7 Design Review
14.3.8 Required Tests of Energy Dissipation Devices <\/td>\n<\/tr>\n
366<\/td>\n14.4 Other Response Control Systems
C14.4 Other Response Control Systems <\/td>\n<\/tr>\n
368<\/td>\n15 SYSTEM-SPECIFIC PERFORMANCE PROCEDURES
15.1 Scope
C15.1 Scope <\/td>\n<\/tr>\n
369<\/td>\n15.2 Special Procedure for Unreinforced Masonry
15.2.1 Scope
C15.2.1 Scope
15.2.2 General Requirements <\/td>\n<\/tr>\n
371<\/td>\n15.2.3 Analysis <\/td>\n<\/tr>\n
376<\/td>\n16 TIER 1 CHECKLISTS
16.1 Basic Checklists
16.1.1 Very Low Seismicity Checklist
C16.1.1 Very Low Seismicity Checklist
16.1.2LS Life Safety Basic Configuration Checklist
C16.1.2LS Life Safety Basic Configuration Checklist <\/td>\n<\/tr>\n
377<\/td>\n16.1.2IO Immediate Occupancy Basic Configuration Checklist
C16.1.2IO Immediate Occupancy Basic Configuration Checklist <\/td>\n<\/tr>\n
378<\/td>\n16.2LS Life Safety Structural Checklist for Building Types W1: Wood Light Frames and W1a: Multi-Story, Multi-Unit Residential Wood Frame
C16.2LS Life Safety Structural Checklist for Building Types W1: Wood Light Frames and W1a: Multi-Story, Multi-Unit Residential Wood Frame <\/td>\n<\/tr>\n
379<\/td>\n16.2IO Immediate Occupancy Structural Checklist for Building Types W1: Wood Light Frames and W1a: Multi-Story, Multi-Unit Residential Wood Frame
C16.2IO Immediate Occupancy Structural Checklist for Building Types W1: Wood Light Frames and W1a: Multi-Story, Multi-Unit Residential Wood Frame <\/td>\n<\/tr>\n
380<\/td>\n16.3LS Life Safety Structural Checklist for Building Type W2: Wood Frames, Commercial and Industrial
C16.3 Life Safety Structural Checklist for Building Type W2: Wood Frames, Commercial and Industrial <\/td>\n<\/tr>\n
381<\/td>\n16.3IO Immediate Occupancy Structural Checklist for Building Type W2: Wood Frames, Commercial and Industrial
C16.3IO Immediate Occupancy Structural Checklist for Building Type W2: Wood Frames, Commercial and Industrial <\/td>\n<\/tr>\n
382<\/td>\n16.4LS Life Safety Structural Checklist for Building Types S1: Steel Moment Frames with Stiff Diaphragms and S1a: Steel Moment Frames with Flexible Diaphragms
C16.4LS Life Safety Structural Checklist for Building Type S1: Steel Moment Frames with Stiff Diaphragms and Type S1a: Steel Moment Frames with Flexible Diaphragms <\/td>\n<\/tr>\n
383<\/td>\n16.4IO Immediate Occupancy Structural Checklist for Building Types S1: Steel Moment Frames with Stiff Diaphragms and S1a: Steel Moment Frames with Flexible Diaphragms <\/td>\n<\/tr>\n
384<\/td>\nC16.4IO Immediate Occupancy Structural Checklist for Building Type S1: Steel Moment Frames with Stiff Diaphragms and Type S1a: Steel Moment Frames with Flexible Diaphragms <\/td>\n<\/tr>\n
385<\/td>\n16.5LS Life Safety Structural Checklist for Building Types S2: Steel Braced Frames with Stiff Diaphragms and S2a: Steel Braced Frames with Flexible Diaphragms
C16.5LS Life Safety Structural Checklist for Building Types S2: Steel Braced Frames with Stiff Diaphragms and S2a: Steel Braced Frames with Flexible Diaphragms <\/td>\n<\/tr>\n
386<\/td>\n16.5IO Immediate Occupancy Structural Checklist for Building Types S2: Steel Braced Frames and S2a: Steel Braced Frames with Flexible Diaphragms
C16.5IO Immediate Occupancy Structural Checklist for Building Types S2: Steel Braced Frames with Stiff Diaphragms and S2a: Steel Braced Frames with Flexible Diaphragms <\/td>\n<\/tr>\n
387<\/td>\n16.6LS Life Safety Structural Checklist for Building Type S3: Steel Light Frames <\/td>\n<\/tr>\n
388<\/td>\nC16.6LS Life Safety Structural Checklist for Building Type S3: Steel Light Frames
16.6IO Immediate Occupancy Structural Checklist for Building Type S3: Steel Light Frames
C16.6IO Immediate Occupancy Structural Checklist for Building Type S3: Steel Light Frames <\/td>\n<\/tr>\n
389<\/td>\n16.7LS Life Safety Structural Checklist for Building Type S4: Dual Systems with Backup Steel Moment Frames and Stiff Diaphragms
C16.7LS Life Safety Structural Checklist for Building Type S4: Dual Systems with Backup Steel Moment Frames and Stiff Diaphragms <\/td>\n<\/tr>\n
390<\/td>\n16.7IO Immediate Occupancy Structural Checklist for Building Type S4: Dual Systems with Backup Steel Moment Frames and Stiff Diaphragms
C16.7IO Immediate Occupancy Structural Checklist for Building Type S4: Dual Systems with Backup Steel Moment Frames and Stiff Diaphragms <\/td>\n<\/tr>\n
392<\/td>\n16.8LS Life Safety Structural Checklist for Building Types S5: Steel Frames with In. ll Masonry Shear Walls and Stiff Diaphragms and S5a: Steel Frames with In.ll Masonry Shear Walls and Flexible Diaphragms
C16.8LS Life Safety Structural Checklist for Building Types S5: Steel Frames with Infill Masonry Shear Walls and Stiff Diaphragms and S5a: Steel Frames with Infill Masonry Shear Walls and Flexible Diaphragms <\/td>\n<\/tr>\n
393<\/td>\n16.8IO Immediate Occupancy Structural Checklist for Building Types S5: Steel Frames with Infill Masonry Shear Walls and Stiff Diaphragms and S5a: Steel Frames with Infill Masonry Shear Walls and Flexible Diaphragms
C16.8IO Immediate Occupancy Structural Checklist for Building Types S5: Steel Frames with Infill Masonry Shear Walls and Stiff Diaphragms and S5a: Steel Frames with Infill Masonry Shear Walls and Flexible Diaphragms <\/td>\n<\/tr>\n
394<\/td>\n16.9LS Life Safety Structural Checklist for Building Type C1: Concrete Moment Frames <\/td>\n<\/tr>\n
395<\/td>\nC16.9LS Life Safety Structural Checklist for Building Type C1: Concrete Moment Frames
16.9IO Immediate Occupancy Structural Checklist for Building Type C1: Concrete Moment Frames <\/td>\n<\/tr>\n
396<\/td>\nC16.9IO Immediate Occupancy Structural Checklist for Building Type C1: Concrete Moment Frames <\/td>\n<\/tr>\n
397<\/td>\n16.10LS Life Safety Structural Checklist for Building Types C2: Concrete Shear Walls with Stiff Diaphragms and C2a: Concrete Shear Walls with Flexible Diaphragms
C16.10LS Life Safety Structural Checklist for Building Types C2: Concrete Shear Walls with Stiff Diaphragms and C2a: Concrete Shear Walls with Flexible Diaphragms <\/td>\n<\/tr>\n
398<\/td>\n16.10IO Immediate Occupancy Structural Checklist for Building Types C2: Concrete Shear Walls with Stiff Diaphragms and C2a: Concrete Shear Walls with Flexible Diaphragms
C16.10IO Immediate Occupancy Structural Checklist for Building Types C2: Concrete Shear Walls with Stiff Diaphragms and C2a: Concrete Shear Walls with Flexible Diaphragms <\/td>\n<\/tr>\n
399<\/td>\n16.11LS Life Safety Structural Checklist for Building Types C3: Concrete Frames with Infill Masonry Shear Walls and C3a: Concrete Frames with Infill Masonry Shear Walls and Flexible Diaphragms
C16.11LS Life Safety Structural Checklist for Building Types C3: Concrete Frames with Infill Masonry Shear Walls and C3a: Concrete Frames with Infill Masonry Shear Walls and Flexible Diaphragms <\/td>\n<\/tr>\n
400<\/td>\n16.11IO Immediate Occupancy Structural Checklist for Building Types C3: Concrete Frames with Infill Masonry Shear Walls and Stiff Diaphragms and C3a: Concrete Frames with Infill Masonry Shear Walls and Flexible Diaphragms
C16.11IO Immediate Occupancy Structural Checklist for Building Types C3: Concrete Frames with Infill Masonry Shear Walls and C3a: Concrete Frames with Infill Masonry Shear Walls and Flexible Diaphragms <\/td>\n<\/tr>\n
402<\/td>\n16.12LS Life Safety Structural Checklist for Building Types PC1: Precast or Tilt-Up Concrete Shear Walls with Flexible Diaphragms and PC1a: Precast or Tilt-Up Concrete Shear Walls with Stiff Diaphragms
C16.12LS Life Safety Structural Checklist for Building Types PC1: Precast or Tilt-Up Concrete Shear Walls with Flexible Diaphragms and PC1a: Precast or Tilt-Up Concrete Shear Walls with Stiff Diaphragms <\/td>\n<\/tr>\n
403<\/td>\n16.12IO Immediate Occupancy Structural Checklist for Building Types PC1: Precast or Tilt-Up Concrete Shear Walls with Flexible Diaphragms and PC1a: Precast or Tilt-Up Concrete Shear Walls with Stiff Diaphragms
C16.12IO Immediate Occupancy Structural Checklist for Building Types PC1: Precast or Tilt-Up Concrete Shear Walls with Flexible Diaphragms and PC1a: Precast or Tilt-Up Concrete Shear Walls with Stiff Diaphragms <\/td>\n<\/tr>\n
404<\/td>\n16.13LS Life Safety Structural Checklist for Building Type PC2: Precast Concrete Frames with Shear Walls
C16.13LS Life Safety Structural Checklist for Building Type PC2: Precast Concrete Frames with Shear Walls <\/td>\n<\/tr>\n
405<\/td>\n16.13IO Immediate Occupancy Structural Checklist for Building Type PC2: Precast Concrete Frames with Shear Walls
C16.13IO Immediate Occupancy Structural Checklist for Building Type PC2: Precast Concrete Frames with Shear Walls <\/td>\n<\/tr>\n
406<\/td>\n16.14LS Life Safety Structural Checklist for Building Type PC2a: Precast Concrete Frames without Shear Walls
C16.14LS Life Safety Structural Checklist for Building Type PC2a: Precast Concrete Frames without Shear Walls <\/td>\n<\/tr>\n
407<\/td>\n16.14IO Immediate Occupancy Structural Checklist for Building Type PC2a: Precast Concrete Frames without Shear Walls
C16.14IO Immediate Occupancy Structural Checklist for Building Type PC2a: Precast Concrete Frames without Shear Walls <\/td>\n<\/tr>\n
408<\/td>\n16.15LS Life Safety Structural Checklist for Building Types RM1: Reinforced Masonry Bearing Walls with Flexible Diaphragms and RM2: Reinforced Masonry Bearing Walls with Stiff Diaphragms
C16.15LS Life Safety Structural Checklist for Building Types RM1: Reinforced Masonry Bearing Walls with Flexible Diaphragms and RM2: Reinforced Masonry Bearing Walls with Stiff Diaphragms <\/td>\n<\/tr>\n
409<\/td>\n16.15IO Immediate Occupancy Structural Checklist for Building Types RM1: Reinforced Masonry Bearing Walls and RM1a: Reinforced Masonry Bearing Walls with Stiff Diaphragms
C16.15IO Immediate Occupancy Structural Checklist for Building Types RM1: Reinforced Masonry Bearing Walls with Flexible Diaphragms and RM1a: Reinforced Masonry Bearing Walls with Stiff Diaphragms <\/td>\n<\/tr>\n
410<\/td>\n16.16LS Life Safety Structural Checklist for Building Types URM: Unreinforced Masonry Bearing Walls with Flexible Diaphragms and URMa: Unreinforced Masonry Bearing Walls with Stiff Diaphragms
C16.16LS Life Safety Structural Checklist for Building Types URM: Unreinforced Masonry Bearing Walls with Flexible Diaphragms and URMa: Unreinforced Masonry Bearing Walls with Stiff Diaphragms <\/td>\n<\/tr>\n
411<\/td>\n16.16IO Immediate Occupancy Structural Checklist for Building Types URM: Unreinforced Masonry Bearing Walls with Flexible Diaphragms and URMa: Unreinforced Masonry Bearing Walls with Stiff Diaphragms <\/td>\n<\/tr>\n
412<\/td>\nC16.16IO Immediate Occupancy Structural Checklist for Building Types URM: Unreinforced Masonry Bearing Walls with Flexible Diaphragms and URMa: Unreinforced Masonry Bearing Walls with Stiff Diaphragms <\/td>\n<\/tr>\n
413<\/td>\n16.17 Nonstructural Checklist
C16.17 Nonstructural Checklist <\/td>\n<\/tr>\n
418<\/td>\n17 REFERENCE DOCUMENTS
17.1 Consensus Standards and Other Reference Documents <\/td>\n<\/tr>\n
419<\/td>\nC17.1 Commentary References <\/td>\n<\/tr>\n
428<\/td>\nAPPENDIX A: GUIDELINES FOR DEFICIENCY-BASED PROCEDURES
A.1 General
A.2 Procedures for Building Systems
A.2.1 General <\/td>\n<\/tr>\n
429<\/td>\nA.2.2 Configuration <\/td>\n<\/tr>\n
432<\/td>\nA.2.3 Condition of Materials <\/td>\n<\/tr>\n
434<\/td>\nA.3 Procedures for Seismic-Force-Resisting Systems
A.3.1 Moment Frames <\/td>\n<\/tr>\n
440<\/td>\nA.3.2 Shear Walls <\/td>\n<\/tr>\n
446<\/td>\nA.3.3 Braced Frames <\/td>\n<\/tr>\n
449<\/td>\nA.4 Procedures for Diaphragms
A.4.1 General <\/td>\n<\/tr>\n
452<\/td>\nA.4.2 Wood Diaphragms <\/td>\n<\/tr>\n
453<\/td>\nA.4.3 Metal Deck Diaphragms
A.4.4 Concrete Diaphragms <\/td>\n<\/tr>\n
454<\/td>\nA.4.5 Precast Concrete Diaphragms
A.4.6 Horizontal Bracing
A.4.7 Other Diaphragms
A.5 Procedures for Connections
A.5.1 Anchorage for Normal forces <\/td>\n<\/tr>\n
455<\/td>\nA.5.2 Shear Transfer <\/td>\n<\/tr>\n
456<\/td>\nA.5.3 Vertical Components <\/td>\n<\/tr>\n
457<\/td>\nA.5.4 Interconnection of Elements <\/td>\n<\/tr>\n
458<\/td>\nA.5.5 Panel Connections
A.6 Procedures for Geologic Site Hazards and Foundations
A.6.1 Geologic Site Hazards <\/td>\n<\/tr>\n
459<\/td>\nA.6.2 Foundation Configuration
A.7 Procedures for Nonstructural Components <\/td>\n<\/tr>\n
460<\/td>\nA.7.1 Partitions
A.7.2 Ceiling Systems <\/td>\n<\/tr>\n
461<\/td>\nA.7.3 Light Fixtures
A.7.4 Cladding and Glazing <\/td>\n<\/tr>\n
462<\/td>\nA.7.5 Masonry Veneer <\/td>\n<\/tr>\n
463<\/td>\nA.7.6 Metal Stud Backup Systems
A.7.7 Concrete Block and Masonry Back-up Systems
A.7.8 Parapets, Cornices, Ornamentation, and Appendages
A.7.9 Masonry Chimneys
A.7.10 Stairs <\/td>\n<\/tr>\n
464<\/td>\nA.7.11 Building Contents and Furnishing
A.7.12 Mechanical and Electrical Equipment <\/td>\n<\/tr>\n
465<\/td>\nA.7.13 Piping <\/td>\n<\/tr>\n
466<\/td>\nA.7.14 Ducts
A.7.15 Hazardous Materials <\/td>\n<\/tr>\n
467<\/td>\nA.7.16 Elevators <\/td>\n<\/tr>\n
468<\/td>\nAPPENDIX B: APPLYING ASCE 41-13 IN BUILDING CODES, REGULATORY POLICIES, AND MITIGATION PROGRAMS
B.1 Introduction
B.2 Mandatory Mitigation
B.2.1 Performance Objectives <\/td>\n<\/tr>\n
469<\/td>\nB.2.2 Implementation Issues
B.2.3 Historic Buildings
B.2.4 Example Programs <\/td>\n<\/tr>\n
470<\/td>\nB.3 Voluntary Mitigation
B.3.1 Performance Objectives <\/td>\n<\/tr>\n
471<\/td>\nB.3.2 Implementation Issues
B.3.3 Historic Buildings
B.3.4 Example Programs
B.4 Triggered Mitigation
B.4.1 Performance Objectives <\/td>\n<\/tr>\n
472<\/td>\nB.4.2 Implementation Issues
B.4.3 Historic Buildings
B.4.4 Example Programs <\/td>\n<\/tr>\n
474<\/td>\nAPPENDIX C: Summary Data Sheet <\/td>\n<\/tr>\n
475<\/td>\nTier 1 Checklists
16.1 Basic Checklist <\/td>\n<\/tr>\n
476<\/td>\n16.1.2LS Life Safety Basic Configuration Checklist <\/td>\n<\/tr>\n
477<\/td>\n16.1.2IO Immediate Occupancy Basic Configuration Checklist <\/td>\n<\/tr>\n
478<\/td>\n16.2LS Life Safety Structural Checklist for Building Types W1: Wood Light Frames and W1a: Multi-Story, Multi-Unit Residential Wood Frame <\/td>\n<\/tr>\n
480<\/td>\n16.2IO Immediate Occupancy Structural Checklist for Building Types W1: Wood Light Frames and W1a: Multi-Story, Multi-Unit Residential Wood Frame <\/td>\n<\/tr>\n
482<\/td>\n16.3LS Life Safety Structural Checklist for Building Type W2: Wood Frames, Commercial and Industrial <\/td>\n<\/tr>\n
484<\/td>\n16.3IO Immediate Occupancy Structural Checklist for Building Type W2: Wood Frames, Commercial and Industrial <\/td>\n<\/tr>\n
486<\/td>\n16.4LS Life Safety Structural Checklist for Building Types S1: Steel Moment Frames with Stiff Diaphragms and S1a: Steel Moment Frames with Flexible Diaphragms <\/td>\n<\/tr>\n
488<\/td>\n16.4IO Immediate Occupancy Structural Checklist for Building Types S1: Steel Moment Frames with Stiff Diaphragms and S1a: Steel Moment Frames with Flexible Diaphragms <\/td>\n<\/tr>\n
490<\/td>\n16.5LS Life Safety Structural Checklist for Building Types S2: Steel Braced Frames with Stiff Diaphragms and S2a: Steel Braced Frames with Flexible Diaphragms <\/td>\n<\/tr>\n
492<\/td>\n16.5IO Immediate Occupancy Structural Checklist for Building Types S2: Steel Braced Frames and S2a: Steel Braced Frames with Flexible Diaphragms <\/td>\n<\/tr>\n
494<\/td>\n16.6LS Life Safety Structural Checklist for Building Type S3: Steel Light Frames <\/td>\n<\/tr>\n
495<\/td>\n16.6IO Immediate Occupancy Structural Checklist for Building Type S3: Steel Light Frames <\/td>\n<\/tr>\n
497<\/td>\n16.7LS Life Safety Structural Checklist for Building Type S4: Dual Systems with Backup Steel Moment Frames and Stiff Diaphragms <\/td>\n<\/tr>\n
499<\/td>\n16.7IO Immediate Occupancy Structural Checklist for Building Type S4: Dual Systems with Backup Steel Moment Frames and Stiff Diaphragms <\/td>\n<\/tr>\n
502<\/td>\n16.8LS Life Safety Structural Checklist for Building Types S5: Steel Frames with In. ll Masonry Shear Walls and Stiff Diaphragms and S5a: Steel Frames with In.ll Masonry Shear Walls and Flexible Diaphragms <\/td>\n<\/tr>\n
504<\/td>\n16.8IO Immediate Occupancy Structural Checklist for Building Types S5: Steel Frames with In. ll Masonry Shear Walls and Stiff Diaphragms and S5a: Steel Frames with In. ll Masonry Shear Walls and Flexible Diaphragms <\/td>\n<\/tr>\n
506<\/td>\n16.9LS Life Safety Structural Checklist for Building Type C1: Concrete Moment Frames <\/td>\n<\/tr>\n
508<\/td>\n16.9IO Immediate Occupancy Structural Checklist for Building Type C1: Concrete Moment Frames <\/td>\n<\/tr>\n
510<\/td>\n16.10LS Life Safety Structural Checklist for Building Types C2: Concrete Shear Walls with Stiff Diaphragms and C2a: Concrete Shear Walls with Flexible Diaphragms <\/td>\n<\/tr>\n
512<\/td>\n16.10IO Immediate Occupancy Structural Checklist for Building Types C2: Concrete Shear Walls with Stiff Diaphragms and C2a: Concrete Shear Walls with Flexible Diaphragms <\/td>\n<\/tr>\n
514<\/td>\n16.11LS Life Safety Structural Checklist for Building Types C3: Concrete Frames with Infill Masonry Shear Walls and C3a: Concrete Frames with Infill Masonry Shear Walls and Flexible Diaphragms <\/td>\n<\/tr>\n
516<\/td>\n16.11IO Immediate Occupancy Structural Checklist for Building Types C3: Concrete Frames with Infill Masonry Shear Walls and Stiff Diaphragms and C3a: Concrete Frames with Infill Masonry Shear Walls and Flexible Diaphragms <\/td>\n<\/tr>\n
518<\/td>\n16.12LS Life Safety Structural Checklist for Building Types PC1: Precast or Tilt-Up Concrete Shear Walls with Flexible Diaphragms and PC1a: Precast or Tilt-Up Concrete Shear Walls with Stiff Diaphragms <\/td>\n<\/tr>\n
520<\/td>\n16.12IO Immediate Occupancy Structural Checklist for Building Types PC1: Precast or Tilt-Up Concrete Shear Walls with Flexible Diaphragms and PC1a: Precast or Tilt-Up Concrete Shear Walls with Stiff Diaphragms <\/td>\n<\/tr>\n
522<\/td>\n16.13LS Life Safety Structural Checklist for Building Type PC2: Precast Concrete Frames with Shear Walls <\/td>\n<\/tr>\n
524<\/td>\n16.13IO Immediate Occupancy Structural Checklist for Building Type PC2: Precast Concrete Frames with Shear Walls <\/td>\n<\/tr>\n
526<\/td>\n16.14LS Life Safety Structural Checklist for Building Type PC2a: Precast Concrete Frames without Shear Walls <\/td>\n<\/tr>\n
528<\/td>\n16.14IO Immediate Occupancy Structural Checklist for Building Type PC2a: Precast Concrete Frames without Shear Walls <\/td>\n<\/tr>\n
530<\/td>\n16.15LS Life Safety Structural Checklist for Building Types RM1: Reinforced Masonry Bearing Walls with Flexible Diaphragms and RM2: Reinforced Masonry Bearing Walls with Stiff Diaphragms <\/td>\n<\/tr>\n
532<\/td>\n16.15IO Immediate Occupancy Structural Checklist for Building Types RM1: Reinforced Masonry Bearing Walls and RM1a: Reinforced Masonry Bearing Walls with Stiff Diaphragms <\/td>\n<\/tr>\n
534<\/td>\n16.16LS Life Safety Structural Checklist for Building Types URM: Unreinforced Masonry Bearing Walls with Flexible Diaphragms and URMa: Unreinforced Masonry Bearing Walls with Stiff Diaphragms <\/td>\n<\/tr>\n
536<\/td>\n16.16IO Immediate Occupancy Structural Checklist for Building Types URM: Unreinforced Masonry Bearing Walls with Flexible Diaphragms and URMa: Unreinforced Masonry Bearing Walls with Stiff Diaphragms <\/td>\n<\/tr>\n
538<\/td>\n16.17 Nonstructural Checklist <\/td>\n<\/tr>\n
544<\/td>\nINDEX
A
B <\/td>\n<\/tr>\n
545<\/td>\nC <\/td>\n<\/tr>\n
546<\/td>\nD <\/td>\n<\/tr>\n
547<\/td>\nE
F <\/td>\n<\/tr>\n
548<\/td>\nG
H
I
J
K
L <\/td>\n<\/tr>\n
549<\/td>\nM <\/td>\n<\/tr>\n
550<\/td>\nN
O
P <\/td>\n<\/tr>\n
551<\/td>\nQ
R <\/td>\n<\/tr>\n
552<\/td>\nS <\/td>\n<\/tr>\n
553<\/td>\nT <\/td>\n<\/tr>\n
554<\/td>\nU <\/td>\n<\/tr>\n
555<\/td>\nV
W
X
Y <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE Standard 41 – Seismic Evaluation and Retrofit of Existing Buildings<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2013<\/td>\n555<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":124725,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-124724","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","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\/124724","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\/124725"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=124724"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=124724"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=124724"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}