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FEMA P 58 1 2012

FEMA P 58 1 2012

$54.60

FEMA P-58-1 – Seismic Performance Assessment of Buildings – Volume 1 – Methodology

Published By Publication Date Number of Pages
FEMA 2012 278
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PDF Catalog

PDF Pages PDF Title
1 FEMAP-58-1 Cover_Final
2 00-V1_TitlePage_Final_508
4 01-V1_Foreword_Final_508
7 02-V1_Preface_Final_508.pdf
9 03-V1_Dedication_Final_508
10 04-V1_TableofContents_Final_508
15 05-V1_ListofFigures_Final_508
20 06-V1_ListofTables_Final_508
23 07-V1_Ch01_Introduction_Final_508
1.1 Background
24 1.2 The Need for Next-Generation Performance-Based Seismic Design Procedures
25 1.3 The Performance-Based Design Process
26 1.4 Scope
28 1.5 Basis
29 1.6 Limitations
31 1.7 Products
32 1.8 Organization and Content
35 08-V1_Ch02_Methodology_Final_508
2.1 Introduction
2.2 Performance Measures
36 2.3 Factors Affecting Performance
37 2.4 Uncertainty in Performance Assessment
39 2.5 Types of Performance Assessment
2.5.1 Intensity-Based Assessments
2.5.2 Scenario-Based Assessments
2.5.3 Time-Based Assessments
40 2.6 The Methodology
2.6.1 Assemble Building Performance Model
41 2.6.2 Define Earthquake Hazards
42 2.6.3 Analyze Building Response
43 2.6.4 Develop Collapse Fragility
2.6.5 Calculate Performance
2.6.5.1 Intensity-Based and Scenario-Based Assessments
47 2.6.5.2 Time-Based Assessments
49 09-V1_Ch03_Building Performance Model_Final_508
3.1 Introduction
50 3.2 Basic Building Data
51 3.3 Occupancy
52 3.4 Population Models
54 3.5 Fragility and Performance Groups
3.5.1 Fragility Groups
58 3.5.2 Performance Groups
59 3.5.3 Normative Quantities
61 3.5.4 Fragility Units of Measure
62 3.5.5 Rugged Components
3.6 Damage States
63 3.6.1 Damage Logic
64 3.6.2 Damage Correlation
65 3.7 Demand Parameters
66 3.8 Component Fragility
3.8.1 Fragility Functions
68 3.8.2 Fragility Development
69 3.8.3 Provided Fragility Functions
71 3.8.4 Calculated Fragilities
78 3.9 Consequence Functions
79 3.9.1 Repair Costs
81 3.9.2 Repair Time
83 3.9.3 Unsafe Placarding
3.9.4 Casualties
84 3.10 Fragility Specifications
86 10-V1_Ch04_Earthquake Hazards_Final_508
98 11-V1_Ch05_Analysis_Final_508
5.1 Introduction
5.2 Nonlinear Response History Analysis
99 5.2.1 Modeling
105 5.2.2 Number of Analyses
106 5.2.3 Floor Velocity and Floor Acceleration
107 5.2.4 Quality Assurance
5.2.5 Uncertainty
111 5.3 Simplified Analysis
112 5.3.1 Modeling
113 5.3.2 Simplified Analysis Procedure
120 5.4 Residual Drift
(5-25)
122 12-V1_Ch06_Collapse Fragility_Final_508
6.1 Introduction
6.2 Nonlinear Response History Analysis
123 6.2.1 Definition of Collapse
6.2.2 Mathematical Models
In general, three-dimensional mathematical models should be used for collapse assessment. Two-dimensional (planar) models may be sufficient in cases where buildings have regular configurations, the translational response in each orthogonal direction …
124 6.2.3 Incremental Dynamic Analysis
125 6.2.4 Limited-Suite Nonlinear Analysis
126 6.3 Simplified Nonlinear Analysis
128 6.4 Judgment-Based Collapse Fragility
130 6.5 Collapse Modes
133 13-V1_Ch07_Calculate Performance_Final_508
7.1 Introduction
134 7.2 Demand Simulation
135 7.2.1 Nonlinear Response History Analysis
136 7.2.2 Simplified Analysis
137 7.3 Realization Initiation
7.4 Collapse Determination
7.4.1 Collapse Mode
138 7.4.2 Casualties
7.4.3 Repair Cost and Repair Time
139 7.5 Damage Calculation
7.5.1 Sequential Damage States
140 7.5.2 Mutually Exclusive Damage States
141 7.5.3 Simultaneous Damage States
7.6 Loss Calculation
142 7.6.1 Unsafe Placard Loss Calculation
143 7.7 Time-Based Assessments
146 14-V1_Ch08_Decision Making_Final_508
8.1 Introduction
8.2 Code Equivalence
147 8.3 Use of Scenario-Based Assessment Results
149 8.4 Use of Time-Based Assessment Results
152 8.5 Probable Maximum Loss
154 15-V1_Appendix A_Probabilities_Final_508
A.1 Introduction
A.2 Statistical Distributions
A.2.1 Finite Populations and Discrete Outcomes
155 A.2.2 Combined Probabilities
156 A.2.3 Mass Distributions
157 A.2.4 Infinite Populations and Continuous Distributions
159 A.3 Common Forms of Distributions
A.3.1 Normal Distributions
160 A.3.2 Cumulative Probability Functions
161 A.3.3 Lognormal Distributions
164 A.4 Probabilities over Time
165 16-V1_Appendix B_Ground Shaking Hazards_Final_508
B.1 Introduction
B.2 Ground Motion Prediction Equations
166 Western North America (WNA)
167 B.3 Fault Rupture Directivity and Maximum Direction Shaking
168 B.4 Probabilistic Seismic Hazard Assessment
169 B.4.1 Probabilistic Seismic Hazard Assessment Calculations
176 B.4.2 Inclusion of Rupture Directivity Effects
177 B.4.3 Deaggregation of Seismic Hazard Curves and Epsilon
179 B.4.4 Conditional Mean Spectrum and Spectral Shape
182 B.5 Vertical Earthquake Shaking
183 B.5.1 Procedure for Site Classes A, B, and C
B.5.2 Procedure for Site Classes D and E
184 B.6 Soil-Structure Interaction
185 B.6.1 Direct Analysis
B.6.2 Simplified Analysis
187 B.7 Alternative Procedure for Hazard Characterization to Explicitly Consider Ground Motion Dispersion in Nonlinear Response History Analysis
190 Similarly, spectral matching of pairs of motions can be used in lieu of selecting pairs of ground motions with geomean spectral shapes that are similar to CMSi.
191 17-V1_Appendix C_Residual Drift_Final_508
Generation of Realizations for Loss Computations
C.1 Introduction
C.2 Past Research on Prediction of Residual Drift
195 C.3 Model to Calculate Residual Drift
196 C.4 Damage States for Residual Drift
199 18-V1_Appendix D_Fragility Specifications_Final_508
D.1 Summary of Provided Fragility Specifications
211 19-V1_Appendix E_Population_Final_508
E.1 Population Models
218 20-V1_Appendix F_Normative Quantities_Final_508
F.1 Normative Quantities
236 21-V1_Appendix G_Simulated Demands_Final_508
G.1 Introduction
G.2 Nonlinear Response History Analysis
237 G.2.1 Algorithm
239 G.2.2 Sample Application of the Algorithm
G.2.2.1 Generation of Realizations Using Full-Rank Covariance Matrices
243 G.2.2.2 Generation of Realizations Using Non-Full-Rank Covariance Matrices
246 G.2.3 Matlab Code
248 G.3 Simplified Analysis
250 22-V1_Appendix H_Fragility Development_Final_508
H.1 Introduction
H.1.1 Fragility Function Definition
252 H.1.2 Methods of Derivation
253 H.1.3 Documentation
254 H.2 Derivation of Fragility Parameters
H.2.1 Actual Demand Data
255 H.2.2 Bounding Demand Data
258 H.2.3 Capable Demand Data
259 H.2.4 Derivation
260 H.2.5 Expert Opinion
261 H.2.6 Updating Fragility Functions with New Data
262 H.3 Assessing Fragility Function Quality
263 H.3.1 Competing Demand Parameters
H.3.2 Elimination of Outliers
264 H.3.3 Goodness-of-Fit Testing
265 H.3.4 Adjusting Fragility Functions that Cross
266 H.3.5 Fragility Function Quality Levels
267 23-V1_Appendix I_Rugged Components_Final_508
I.1 Rugged Components
269 24-V1_Appendix J_Incremental Dynamic Analysis_Final_508
J.1 Introduction
J.2 Procedure
270 J.3 Mathematical Models
J.4 Ground Motion Selection and Scaling
271 J.4.1 Uniform Hazard Spectrum
J.4.2 Conditional Mean Spectrum
272 J.5 Collapse Fragility Development
274 25-V1_Appendix K_Sliding and Overturning_Final_508
K.1 Introduction
K.2 Overturning
277 K.3 Sliding

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