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FEMA P 58 2 2012

FEMA P 58 2 2012

$28.60

FEMA P-58-2 – Seismic Performance Assessment of Buildings – Volume 2 – Implementation Guide

Published By Publication Date Number of Pages
FEMA 2012 357
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PDF Catalog

PDF Pages PDF Title
1 FEMAP-58-2 Cover_Final.pdf
2 01-V2_TitlePage_Final_508.pdf
4 02-V2_Preface_Final_508
6 03-V2_TableofContents_508
11 04-V2_ListofFigures_508
19 05-V2_ListofTables_508
23 06-V2_Ch01_Introduction_Final_508
1.1 Purpose and Scope
24 1.2 Limitations
1.3 The Performance Assessment Process
1.3.1 Assessment Types
25 1.3.2 Performance Measures
26 1.3.3 Analysis Methods
1.4 Implementation Tools
27 1.5 Organization and Content
29 07-V2_Ch02_Building Performance Model_Final_508
2.1 Introduction
2.2 Building Characteristics
2.2.1 Project Information
31 2.2.2 Building Information
36 2.2.3 Population Model
38 2.3 Fragility Specifications and Performance Groups
39 2.3.1 Fragility Specifications Provided in PACT
42 2.3.2 Demand Directionality
43 2.4 Identification of Vulnerable Structural Components and Systems
44 2.4.1 Structural Steel Elements (B103)
46 2.4.2 Reinforced Concrete Elements (B104)
51 2.4.3 Reinforced Masonry Elements (B105)
52 2.4.4 Cold-Formed Steel Structural Elements (B106)
2.4.5 Wood Light Frame Structural Elements (B107)
53 2.4.6 Structural Performance Groups
55 2.5 Identification of Vulnerable Nonstructural Components and Systems
56 2.5.1 Exterior Nonstructural Walls (B107 and B201)
2.5.1.1 Perimeter Cladding Systems
57 2.5.1.2 Precast Concrete Cladding Panels
2.5.2 Exterior Window Systems (B202)
59 2.5.3 Roof Elements (B30)
2.5.3.1 Roof Coverings (B301)
60 2.5.3.2 Unreinforced Masonry Non-Industrial Chimneys (B303)
2.5.3.3 Masonry Parapets (B304)
2.5.4 Partitions (C101)
61 2.5.5 Stairs (C201)
62 2.5.6 Wall Finishes (C301)
63 2.5.7 Raised Access Floors and Floor Flooding (C302)
2.5.7.1 Floor Flooding
2.5.7.2 Raised Access Floors
64 2.5.8 Suspended Ceilings and Ceiling Lighting (C303)
65 2.5.9 Elevators and Lifts (D101)
66 2.5.10 Domestic Water Distribution (D202)
2.5.11 Sanitary Waste Piping (D203)
67 2.5.12 Chilled Water and Steam Piping (D205 and D206)
2.5.13 Chillers, Cooling Towers, and Compressors (D303)
69 2.5.14 HVAC Distribution Systems (D304)
70 2.5.15 Packaged Air Handling Units (D305)
71 2.5.16 Control Panels (Table D306)
2.5.17 Fire Protection (D401)
72 2.5.18 Electrical Service and Distribution (D501)
73 2.5.19 Other Electrical Systems (D509)
2.5.20 Equipment and Furnishings (E20)
75 2.5.21 Special Construction (F20)
2.5.22 Nonstructural Performance Groups
76 2.6 Collapse Fragility Analysis
77 2.6.1 Nonlinear Response History Analysis
2.6.2 Simplified Nonlinear Analysis
82 2.6.3 Judgment-Based Approach
84 2.6.4 Collapse Modes and PACT Input
86 2.7 Residual Drift Fragility
88 08-V2_Ch03_Building Analytical Model and Performance Assessments_Final_508
3.1 Introduction
89 3.2 Building Analytical Model
3.2.1 Nonlinear Response History Analysis
90 3.2.2 Simplified Analysis
91 3.2.3 Demand Directionality
3.3 Intensity-Based Assessment
3.3.1 Nonlinear Response History Analysis
3.3.1.1 Define Earthquake Hazards
93 3.3.1.2 Analyze Building Response
96 3.3.1.3 Input Response and Calculate Performance
98 3.3.2 Simplified Analysis
3.3.2.1 Define Earthquake Hazards
3.3.2.2 Analyze Building Response
113 3.3.2.3 Input Response and Calculate Performance
116 3.3.3 Review Results
121 3.4 Scenario-Based Assessment
122 3.4.1 Nonlinear Response History Analysis
3.4.1.1 Define Earthquake Hazards
123 3.4.1.2 Analyze Building Response
126 3.4.1.3 Input Response and Calculate Performance
127 3.4.2 Simplified Analysis
3.4.2.1 Define Earthquake Hazards
129 3.4.2.2 Analyze Building Response
130 3.4.2.3 Input Response and Calculate Performance
131 3.4.3 Review Results
3.5 Time-Based Assessment
3.5.1 Nonlinear Response History Analysis
3.5.1.1 Define Earthquake Hazards
133 3.5.1.2 Analyze Building Response
3.5.1.3 Input Response and Calculate Performance
3.5.2 Simplified Analysis
3.5.2.1 Define Earthquake Hazards
137 3.5.2.2 Analyze Building Response
140 3.5.2.3 Input Response and Calculate Performance
141 3.5.3 Review Results
142 09-V2_Ch04_Example Intensity_Final_508
4.1 Introduction
4.2 Obtain Site and Building Description
144 4.3 Select Assessment Type and Performance Measure
4.4 Assemble Building Performance Model
4.4.1 Project Information
145 4.4.2 Building Information
146 4.4.3 Population Distribution
4.4.4 Structural Components
4.4.4.1 Structural Component Fragility Specifications
149 4.4.4.2 Structural Component Performance Groups
151 4.4.5 Nonstructural Components
4.4.5.1 Nonstructural Component Fragility Specifications
153 4.4.5.2 Nonstructural Component Performance Groups
157 4.4.6 Collapse Fragility and Collapse Modes
4.4.6.1 Collapse Fragility
159 4.4.6.2 Collapse Modes
160 4.4.7 Residual Drift Fragility
4.5 Select Analysis Method and Construct Building Analytical Model
4.6 Define Earthquake Hazards
165 4.7 Analyze Building Response
4.7.1 Estimate Median Story Drift Ratio and Dispersion
167 4.7.2 Estimate Median Peak Floor Acceleration and Dispersion
168 4.7.3 Estimate Median Residual Story Drift Ratio and Dispersion
169 4.8 Input Response Data and Calculate Performance
170 4.9 Review Results
173 10-V2_Ch05_Example Time_Final_508
5.1 Introduction
5.2 Obtain Site and Building Description
174 5.3 Select Assessment Type and Performance Measures
5.4 Assemble Performance Assessment Model
175 5.5 Select Analysis Method and Construct Building Analytical Model
5.6 Define Earthquake Hazards
182 5.7 Analyze Building Response
186 5.8 Input Response Data and Calculate Performance
187 5.9 Review Results
189 11-V2_Ch06_Structural Fragility Calculation_Final_508
6.1 Introduction
6.2 Building Description
193 6.3 Development of Structural Component and System Fragilities by Calculation
6.3.1 Plywood Roof Diaphragm
201 6.3.2 Tilt-Up Walls
207 6.3.3 Wall to Roof Attachments
6.3.3.1 In-Plane Attachment – Failure at Ledger Bolting
210 6.3.3.2 In-Plane Attachment – Failure at Bolt/Concrete Interface
213 6.3.3.3 Out-of-Plane Attachment
217 6.4 User-Defined Fragilities in PACT
220 12-V2_Ch07_Nonstructural Fragility Calculation_Final_508
7.1 Introduction
7.2 Unanchored Components
221 7.2.1 Overturning
225 7.2.2 Sliding Displacement
226 7.3 Anchored Components
7.3.1 Code-Based Limit State Determination of Anchorage Fragility
7.3.1.1 Recent Code Requirements
229 7.3.1.2 Procedure
233 7.3.2 Strength-Based Limit State Approach to Anchorage Fragility Calculation
235 7.4 Displacement-Based Limit State Approach to Define Calculated Fragilities
237 13-V2_Ch08_Consequence Function Development_Final_508
8.1 Introduction
8.2 General Considerations
238 8.3 Calculation of Consequence Functions
8.3.1 Repair Cost
8.3.1.1 Establish Required Repair Actions
8.3.1.2 Establish Repair Boundaries and Interfaces
239 8.3.1.3 Consider Associated Work Items
8.3.1.4 Estimate the Repair Cost
8.3.1.5 Establish Repair Cost Ranges
240 8.3.1.6 Assign Dispersion
8.3.2 Repair Time
8.3.2.1 Establish Baseline Repair Time Estimate
241 8.3.2.2 Establish Repair Time Estimate Ranges
8.3.3 Unsafe Placards
8.3.3.1 Determine Likelihood of Unsafe Placard
242 8.3.3.2 Establish the Median Fraction of Total Quantity that will Trigger an Unsafe Placard
243 8.3.3.3 Assign Dispersion
8.3.4 Casualties
8.3.4.1 Determine Potential for Non-Collapse Casualties
8.3.4.2 Determine Affected Occupancy Areas
8.3.4.3 Determine Rate of Loss of Life in Affected Area
8.3.4.4 Determine Serious Injury Rate in Affected Area
244 8.3.4.5 Assign Dispersion
8.4 Example Application
8.4.1 Estimation of Repair Cost
8.4.1.1 Establish the Required Repair Actions
245 8.4.1.2 Establish Repair Boundaries and Interfaces
8.4.1.3 Estimate the Repair Cost including Associated Work Items
8.4.1.4 Establish Repair Cost Ranges
246 8.4.2 Estimation of Repair Time
8.5 Consequence Functions in PACT
8.5.1 Provided Consequence Functions in PACT
8.5.2 User-Defined Consequence Functions
250 8.5.3 Other Considerations
251 14-V2_Appendix A_Structural Component Fragility Specifications_Final_508
257 15-V2_Appendix B_Nonstructural Component Fragility Specifications_Final_508
280 16-V2_Appendix C_PACT User Manual_Final_508
C.1 Introduction
C.2 Hardware and Software Requirements
281 C.3 Installing PACT
C.4 PACT Control Panel
282 C.5 Model the Building and Import Analyses Results
283 C.5.1 Building Modeler Menus
285 C.5.2 Project Information Tab
C.5.3 Building Information Tab
286 C.5.4 Population Tab
288 C.5.5 Component Fragilities Tab
289 C.5.6 Performance Groups Tab
290 C.5.7 Collapse Fragility Tab
291 C.5.8 Structural Analysis Results Tab
293 C.5.9 Residual Drift Tab
294 C.5.10 Hazard Curve Tab
C.5.11 Saving the PACT Model
295 C.6 Evaluate Performance
297 C.6.1 Command Line Evaluation
C.7 Examine Results
298 C.7.1 Scenario/Intensity Results
300 C.7.1.1 Repair Cost Tab
302 C.7.1.2 Casualties Tab
303 C.7.1.3 Repair Time Tab
305 C.7.1.4 Unsafe Placards Tab
C.7.1.5 Realizations Tab
307 C.7.1.6 Data Drill Down and Exports Tab
309 C.7.2 Time-Based Results
312 C.8 Fragility Specification Manager
313 C.8.1 Overview Tab
314 C.8.2 Fragility Specification Details Tab
315 C.8.2.1 Fragility Structure Tree View
318 C.8.2.2 General Info Tab
319 C.8.2.3 Notes Tab
C.8.2.4 Damage State Group
321 C.8.2.5 Damage State
322 C.8.2.6 Consequence Functions
324 C.9 Population Manager
326 C.10 Reporting
327 C.11 A Look under the Hood
C.11.1 Project Files
C.11.2 Results Files
328 C.11.3 Fragility Specification Files
C.11.4 Population Specification Files
C.11.5 Reporting Template Files
C.11.6 Programming Notes
329 C.11.6.1 Logfiles
330 17-V2_Appendix D_Normative Quantity Estimation Tool User Manual_Final_508
D.1 Introduction
D.2 Usage Notes
331 D.3 Normative Quantity Estimate Tab
D.3.1 Building Definition Table
D.3.2 Component Summary Matrix
332 D.3.3 Additional Features
D.3.3.1 Processing of Incomplete Data
D.3.3.2 Processing of Zero Data
D.3.3.3 Summation of Fragility by Floor
334 D.3.3.4 Rounding to Integer Quantity
D.4 Normative Quantity Database Tab
D.4.1 Component Definition Table
335 D.4.2 Building Occupancy Component Matrix
336 18-V2_Glossary_Final_508
Definitions
342 19-V2_Symbols_Final_508
Notation
348 20-V2_References_Final_508
351 21-V2_Participants_Final_508

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FEMA P 58 2 2012
$28.60