{"id":137801,"date":"2024-10-19T07:57:57","date_gmt":"2024-10-19T07:57:57","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-58-1-2012\/"},"modified":"2024-10-25T00:09:07","modified_gmt":"2024-10-25T00:09:07","slug":"fema-p-58-1-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-58-1-2012\/","title":{"rendered":"FEMA P 58 1 2012"},"content":{"rendered":"

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PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFEMAP-58-1 Cover_Final <\/td>\n<\/tr>\n
2<\/td>\n00-V1_TitlePage_Final_508 <\/td>\n<\/tr>\n
4<\/td>\n01-V1_Foreword_Final_508 <\/td>\n<\/tr>\n
7<\/td>\n02-V1_Preface_Final_508.pdf <\/td>\n<\/tr>\n
9<\/td>\n03-V1_Dedication_Final_508 <\/td>\n<\/tr>\n
10<\/td>\n04-V1_TableofContents_Final_508 <\/td>\n<\/tr>\n
15<\/td>\n05-V1_ListofFigures_Final_508 <\/td>\n<\/tr>\n
20<\/td>\n06-V1_ListofTables_Final_508 <\/td>\n<\/tr>\n
23<\/td>\n07-V1_Ch01_Introduction_Final_508
1.1 Background <\/td>\n<\/tr>\n
24<\/td>\n1.2 The Need for Next-Generation Performance-Based Seismic Design Procedures <\/td>\n<\/tr>\n
25<\/td>\n1.3 The Performance-Based Design Process <\/td>\n<\/tr>\n
26<\/td>\n1.4 Scope <\/td>\n<\/tr>\n
28<\/td>\n1.5 Basis <\/td>\n<\/tr>\n
29<\/td>\n1.6 Limitations <\/td>\n<\/tr>\n
31<\/td>\n1.7 Products <\/td>\n<\/tr>\n
32<\/td>\n1.8 Organization and Content <\/td>\n<\/tr>\n
35<\/td>\n08-V1_Ch02_Methodology_Final_508
2.1 Introduction
2.2 Performance Measures <\/td>\n<\/tr>\n
36<\/td>\n2.3 Factors Affecting Performance <\/td>\n<\/tr>\n
37<\/td>\n2.4 Uncertainty in Performance Assessment <\/td>\n<\/tr>\n
39<\/td>\n2.5 Types of Performance Assessment
2.5.1 Intensity-Based Assessments
2.5.2 Scenario-Based Assessments
2.5.3 Time-Based Assessments <\/td>\n<\/tr>\n
40<\/td>\n2.6 The Methodology
2.6.1 Assemble Building Performance Model <\/td>\n<\/tr>\n
41<\/td>\n2.6.2 Define Earthquake Hazards <\/td>\n<\/tr>\n
42<\/td>\n2.6.3 Analyze Building Response <\/td>\n<\/tr>\n
43<\/td>\n2.6.4 Develop Collapse Fragility
2.6.5 Calculate Performance
2.6.5.1 Intensity-Based and Scenario-Based Assessments <\/td>\n<\/tr>\n
47<\/td>\n2.6.5.2 Time-Based Assessments <\/td>\n<\/tr>\n
49<\/td>\n09-V1_Ch03_Building Performance Model_Final_508
3.1 Introduction <\/td>\n<\/tr>\n
50<\/td>\n3.2 Basic Building Data <\/td>\n<\/tr>\n
51<\/td>\n3.3 Occupancy <\/td>\n<\/tr>\n
52<\/td>\n3.4 Population Models <\/td>\n<\/tr>\n
54<\/td>\n3.5 Fragility and Performance Groups
3.5.1 Fragility Groups <\/td>\n<\/tr>\n
58<\/td>\n3.5.2 Performance Groups <\/td>\n<\/tr>\n
59<\/td>\n3.5.3 Normative Quantities <\/td>\n<\/tr>\n
61<\/td>\n3.5.4 Fragility Units of Measure <\/td>\n<\/tr>\n
62<\/td>\n3.5.5 Rugged Components
3.6 Damage States <\/td>\n<\/tr>\n
63<\/td>\n3.6.1 Damage Logic <\/td>\n<\/tr>\n
64<\/td>\n3.6.2 Damage Correlation <\/td>\n<\/tr>\n
65<\/td>\n3.7 Demand Parameters <\/td>\n<\/tr>\n
66<\/td>\n3.8 Component Fragility
3.8.1 Fragility Functions <\/td>\n<\/tr>\n
68<\/td>\n3.8.2 Fragility Development <\/td>\n<\/tr>\n
69<\/td>\n3.8.3 Provided Fragility Functions <\/td>\n<\/tr>\n
71<\/td>\n3.8.4 Calculated Fragilities <\/td>\n<\/tr>\n
78<\/td>\n3.9 Consequence Functions <\/td>\n<\/tr>\n
79<\/td>\n3.9.1 Repair Costs <\/td>\n<\/tr>\n
81<\/td>\n3.9.2 Repair Time <\/td>\n<\/tr>\n
83<\/td>\n3.9.3 Unsafe Placarding
3.9.4 Casualties <\/td>\n<\/tr>\n
84<\/td>\n3.10 Fragility Specifications <\/td>\n<\/tr>\n
86<\/td>\n10-V1_Ch04_Earthquake Hazards_Final_508
\n <\/td>\n<\/tr>\n
98<\/td>\n11-V1_Ch05_Analysis_Final_508
5.1 Introduction
5.2 Nonlinear Response History Analysis <\/td>\n<\/tr>\n
99<\/td>\n5.2.1 Modeling <\/td>\n<\/tr>\n
105<\/td>\n5.2.2 Number of Analyses <\/td>\n<\/tr>\n
106<\/td>\n5.2.3 Floor Velocity and Floor Acceleration <\/td>\n<\/tr>\n
107<\/td>\n5.2.4 Quality Assurance
5.2.5 Uncertainty <\/td>\n<\/tr>\n
111<\/td>\n5.3 Simplified Analysis <\/td>\n<\/tr>\n
112<\/td>\n5.3.1 Modeling <\/td>\n<\/tr>\n
113<\/td>\n5.3.2 Simplified Analysis Procedure <\/td>\n<\/tr>\n
120<\/td>\n5.4 Residual Drift
(5-25) <\/td>\n<\/tr>\n
122<\/td>\n12-V1_Ch06_Collapse Fragility_Final_508
6.1 Introduction
6.2 Nonlinear Response History Analysis <\/td>\n<\/tr>\n
123<\/td>\n6.2.1 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 … <\/td>\n<\/tr>\n
124<\/td>\n6.2.3 Incremental Dynamic Analysis <\/td>\n<\/tr>\n
125<\/td>\n6.2.4 Limited-Suite Nonlinear Analysis <\/td>\n<\/tr>\n
126<\/td>\n6.3 Simplified Nonlinear Analysis <\/td>\n<\/tr>\n
128<\/td>\n6.4 Judgment-Based Collapse Fragility <\/td>\n<\/tr>\n
130<\/td>\n6.5 Collapse Modes <\/td>\n<\/tr>\n
133<\/td>\n13-V1_Ch07_Calculate Performance_Final_508
7.1 Introduction <\/td>\n<\/tr>\n
134<\/td>\n7.2 Demand Simulation <\/td>\n<\/tr>\n
135<\/td>\n7.2.1 Nonlinear Response History Analysis <\/td>\n<\/tr>\n
136<\/td>\n7.2.2 Simplified Analysis <\/td>\n<\/tr>\n
137<\/td>\n7.3 Realization Initiation
7.4 Collapse Determination
7.4.1 Collapse Mode <\/td>\n<\/tr>\n
138<\/td>\n7.4.2 Casualties
7.4.3 Repair Cost and Repair Time <\/td>\n<\/tr>\n
139<\/td>\n7.5 Damage Calculation
7.5.1 Sequential Damage States <\/td>\n<\/tr>\n
140<\/td>\n7.5.2 Mutually Exclusive Damage States <\/td>\n<\/tr>\n
141<\/td>\n7.5.3 Simultaneous Damage States
7.6 Loss Calculation <\/td>\n<\/tr>\n
142<\/td>\n7.6.1 Unsafe Placard Loss Calculation <\/td>\n<\/tr>\n
143<\/td>\n7.7 Time-Based Assessments <\/td>\n<\/tr>\n
146<\/td>\n14-V1_Ch08_Decision Making_Final_508
8.1 Introduction
8.2 Code Equivalence <\/td>\n<\/tr>\n
147<\/td>\n8.3 Use of Scenario-Based Assessment Results <\/td>\n<\/tr>\n
149<\/td>\n8.4 Use of Time-Based Assessment Results <\/td>\n<\/tr>\n
152<\/td>\n8.5 Probable Maximum Loss <\/td>\n<\/tr>\n
154<\/td>\n15-V1_Appendix A_Probabilities_Final_508
A.1 Introduction
A.2 Statistical Distributions
A.2.1 Finite Populations and Discrete Outcomes <\/td>\n<\/tr>\n
155<\/td>\nA.2.2 Combined Probabilities <\/td>\n<\/tr>\n
156<\/td>\nA.2.3 Mass Distributions <\/td>\n<\/tr>\n
157<\/td>\nA.2.4 Infinite Populations and Continuous Distributions <\/td>\n<\/tr>\n
159<\/td>\nA.3 Common Forms of Distributions
A.3.1 Normal Distributions <\/td>\n<\/tr>\n
160<\/td>\nA.3.2 Cumulative Probability Functions <\/td>\n<\/tr>\n
161<\/td>\nA.3.3 Lognormal Distributions <\/td>\n<\/tr>\n
164<\/td>\nA.4 Probabilities over Time <\/td>\n<\/tr>\n
165<\/td>\n16-V1_Appendix B_Ground Shaking Hazards_Final_508
B.1 Introduction
B.2 Ground Motion Prediction Equations <\/td>\n<\/tr>\n
166<\/td>\nWestern North America (WNA) <\/td>\n<\/tr>\n
167<\/td>\nB.3 Fault Rupture Directivity and Maximum Direction Shaking <\/td>\n<\/tr>\n
168<\/td>\nB.4 Probabilistic Seismic Hazard Assessment <\/td>\n<\/tr>\n
169<\/td>\nB.4.1 Probabilistic Seismic Hazard Assessment Calculations <\/td>\n<\/tr>\n
176<\/td>\nB.4.2 Inclusion of Rupture Directivity Effects <\/td>\n<\/tr>\n
177<\/td>\nB.4.3 Deaggregation of Seismic Hazard Curves and Epsilon <\/td>\n<\/tr>\n
179<\/td>\nB.4.4 Conditional Mean Spectrum and Spectral Shape <\/td>\n<\/tr>\n
182<\/td>\nB.5 Vertical Earthquake Shaking <\/td>\n<\/tr>\n
183<\/td>\nB.5.1 Procedure for Site Classes A, B, and C
B.5.2 Procedure for Site Classes D and E <\/td>\n<\/tr>\n
184<\/td>\nB.6 Soil-Structure Interaction <\/td>\n<\/tr>\n
185<\/td>\nB.6.1 Direct Analysis
B.6.2 Simplified Analysis <\/td>\n<\/tr>\n
187<\/td>\nB.7 Alternative Procedure for Hazard Characterization to Explicitly Consider Ground Motion Dispersion in Nonlinear Response History Analysis <\/td>\n<\/tr>\n
190<\/td>\nSimilarly, 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. <\/td>\n<\/tr>\n
191<\/td>\n17-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 <\/td>\n<\/tr>\n
195<\/td>\nC.3 Model to Calculate Residual Drift <\/td>\n<\/tr>\n
196<\/td>\nC.4 Damage States for Residual Drift <\/td>\n<\/tr>\n
199<\/td>\n18-V1_Appendix D_Fragility Specifications_Final_508
D.1 Summary of Provided Fragility Specifications <\/td>\n<\/tr>\n
211<\/td>\n19-V1_Appendix E_Population_Final_508
E.1 Population Models <\/td>\n<\/tr>\n
218<\/td>\n20-V1_Appendix F_Normative Quantities_Final_508
F.1 Normative Quantities <\/td>\n<\/tr>\n
236<\/td>\n21-V1_Appendix G_Simulated Demands_Final_508
G.1 Introduction
G.2 Nonlinear Response History Analysis <\/td>\n<\/tr>\n
237<\/td>\nG.2.1 Algorithm <\/td>\n<\/tr>\n
239<\/td>\nG.2.2 Sample Application of the Algorithm
G.2.2.1 Generation of Realizations Using Full-Rank Covariance Matrices <\/td>\n<\/tr>\n
243<\/td>\nG.2.2.2 Generation of Realizations Using Non-Full-Rank Covariance Matrices <\/td>\n<\/tr>\n
246<\/td>\nG.2.3 Matlab Code <\/td>\n<\/tr>\n
248<\/td>\nG.3 Simplified Analysis <\/td>\n<\/tr>\n
250<\/td>\n22-V1_Appendix H_Fragility Development_Final_508
H.1 Introduction
H.1.1 Fragility Function Definition <\/td>\n<\/tr>\n
252<\/td>\nH.1.2 Methods of Derivation <\/td>\n<\/tr>\n
253<\/td>\nH.1.3 Documentation <\/td>\n<\/tr>\n
254<\/td>\nH.2 Derivation of Fragility Parameters
H.2.1 Actual Demand Data <\/td>\n<\/tr>\n
255<\/td>\nH.2.2 Bounding Demand Data <\/td>\n<\/tr>\n
258<\/td>\nH.2.3 Capable Demand Data <\/td>\n<\/tr>\n
259<\/td>\nH.2.4 Derivation <\/td>\n<\/tr>\n
260<\/td>\nH.2.5 Expert Opinion <\/td>\n<\/tr>\n
261<\/td>\nH.2.6 Updating Fragility Functions with New Data <\/td>\n<\/tr>\n
262<\/td>\nH.3 Assessing Fragility Function Quality <\/td>\n<\/tr>\n
263<\/td>\nH.3.1 Competing Demand Parameters
H.3.2 Elimination of Outliers <\/td>\n<\/tr>\n
264<\/td>\nH.3.3 Goodness-of-Fit Testing <\/td>\n<\/tr>\n
265<\/td>\nH.3.4 Adjusting Fragility Functions that Cross <\/td>\n<\/tr>\n
266<\/td>\nH.3.5 Fragility Function Quality Levels <\/td>\n<\/tr>\n
267<\/td>\n23-V1_Appendix I_Rugged Components_Final_508
I.1 Rugged Components <\/td>\n<\/tr>\n
269<\/td>\n24-V1_Appendix J_Incremental Dynamic Analysis_Final_508
J.1 Introduction
J.2 Procedure <\/td>\n<\/tr>\n
270<\/td>\nJ.3 Mathematical Models
J.4 Ground Motion Selection and Scaling <\/td>\n<\/tr>\n
271<\/td>\nJ.4.1 Uniform Hazard Spectrum
J.4.2 Conditional Mean Spectrum <\/td>\n<\/tr>\n
272<\/td>\nJ.5 Collapse Fragility Development <\/td>\n<\/tr>\n
274<\/td>\n25-V1_Appendix K_Sliding and Overturning_Final_508
K.1 Introduction
K.2 Overturning <\/td>\n<\/tr>\n
277<\/td>\nK.3 Sliding <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-58-1 – Seismic Performance Assessment of Buildings – Volume 1 – Methodology<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2012<\/td>\n278<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":137802,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-137801","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\/137801","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\/137802"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=137801"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=137801"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=137801"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}