{"id":137803,"date":"2024-10-19T07:57:58","date_gmt":"2024-10-19T07:57:58","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-58-2-2012\/"},"modified":"2024-10-25T00:09:07","modified_gmt":"2024-10-25T00:09:07","slug":"fema-p-58-2-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-58-2-2012\/","title":{"rendered":"FEMA P 58 2 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\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-58-2 Cover_Final.pdf <\/td>\n<\/tr>\n
2<\/td>\n01-V2_TitlePage_Final_508.pdf <\/td>\n<\/tr>\n
4<\/td>\n02-V2_Preface_Final_508 <\/td>\n<\/tr>\n
6<\/td>\n03-V2_TableofContents_508 <\/td>\n<\/tr>\n
11<\/td>\n04-V2_ListofFigures_508 <\/td>\n<\/tr>\n
19<\/td>\n05-V2_ListofTables_508 <\/td>\n<\/tr>\n
23<\/td>\n06-V2_Ch01_Introduction_Final_508
1.1 Purpose and Scope <\/td>\n<\/tr>\n
24<\/td>\n1.2 Limitations
1.3 The Performance Assessment Process
1.3.1 Assessment Types <\/td>\n<\/tr>\n
25<\/td>\n1.3.2 Performance Measures <\/td>\n<\/tr>\n
26<\/td>\n1.3.3 Analysis Methods
1.4 Implementation Tools <\/td>\n<\/tr>\n
27<\/td>\n1.5 Organization and Content <\/td>\n<\/tr>\n
29<\/td>\n07-V2_Ch02_Building Performance Model_Final_508
2.1 Introduction
2.2 Building Characteristics
2.2.1 Project Information <\/td>\n<\/tr>\n
31<\/td>\n2.2.2 Building Information <\/td>\n<\/tr>\n
36<\/td>\n2.2.3 Population Model <\/td>\n<\/tr>\n
38<\/td>\n2.3 Fragility Specifications and Performance Groups <\/td>\n<\/tr>\n
39<\/td>\n2.3.1 Fragility Specifications Provided in PACT <\/td>\n<\/tr>\n
42<\/td>\n2.3.2 Demand Directionality <\/td>\n<\/tr>\n
43<\/td>\n2.4 Identification of Vulnerable Structural Components and Systems <\/td>\n<\/tr>\n
44<\/td>\n2.4.1 Structural Steel Elements (B103) <\/td>\n<\/tr>\n
46<\/td>\n2.4.2 Reinforced Concrete Elements (B104) <\/td>\n<\/tr>\n
51<\/td>\n2.4.3 Reinforced Masonry Elements (B105) <\/td>\n<\/tr>\n
52<\/td>\n2.4.4 Cold-Formed Steel Structural Elements (B106)
2.4.5 Wood Light Frame Structural Elements (B107) <\/td>\n<\/tr>\n
53<\/td>\n2.4.6 Structural Performance Groups <\/td>\n<\/tr>\n
55<\/td>\n2.5 Identification of Vulnerable Nonstructural Components and Systems <\/td>\n<\/tr>\n
56<\/td>\n2.5.1 Exterior Nonstructural Walls (B107 and B201)
2.5.1.1 Perimeter Cladding Systems <\/td>\n<\/tr>\n
57<\/td>\n2.5.1.2 Precast Concrete Cladding Panels
2.5.2 Exterior Window Systems (B202) <\/td>\n<\/tr>\n
59<\/td>\n2.5.3 Roof Elements (B30)
2.5.3.1 Roof Coverings (B301) <\/td>\n<\/tr>\n
60<\/td>\n2.5.3.2 Unreinforced Masonry Non-Industrial Chimneys (B303)
2.5.3.3 Masonry Parapets (B304)
2.5.4 Partitions (C101) <\/td>\n<\/tr>\n
61<\/td>\n2.5.5 Stairs (C201) <\/td>\n<\/tr>\n
62<\/td>\n2.5.6 Wall Finishes (C301) <\/td>\n<\/tr>\n
63<\/td>\n2.5.7 Raised Access Floors and Floor Flooding (C302)
2.5.7.1 Floor Flooding
2.5.7.2 Raised Access Floors <\/td>\n<\/tr>\n
64<\/td>\n2.5.8 Suspended Ceilings and Ceiling Lighting (C303) <\/td>\n<\/tr>\n
65<\/td>\n2.5.9 Elevators and Lifts (D101) <\/td>\n<\/tr>\n
66<\/td>\n2.5.10 Domestic Water Distribution (D202)
2.5.11 Sanitary Waste Piping (D203) <\/td>\n<\/tr>\n
67<\/td>\n2.5.12 Chilled Water and Steam Piping (D205 and D206)
2.5.13 Chillers, Cooling Towers, and Compressors (D303) <\/td>\n<\/tr>\n
69<\/td>\n2.5.14 HVAC Distribution Systems (D304) <\/td>\n<\/tr>\n
70<\/td>\n2.5.15 Packaged Air Handling Units (D305) <\/td>\n<\/tr>\n
71<\/td>\n2.5.16 Control Panels (Table D306)
2.5.17 Fire Protection (D401) <\/td>\n<\/tr>\n
72<\/td>\n2.5.18 Electrical Service and Distribution (D501) <\/td>\n<\/tr>\n
73<\/td>\n2.5.19 Other Electrical Systems (D509)
2.5.20 Equipment and Furnishings (E20) <\/td>\n<\/tr>\n
75<\/td>\n2.5.21 Special Construction (F20)
2.5.22 Nonstructural Performance Groups <\/td>\n<\/tr>\n
76<\/td>\n2.6 Collapse Fragility Analysis <\/td>\n<\/tr>\n
77<\/td>\n2.6.1 Nonlinear Response History Analysis
2.6.2 Simplified Nonlinear Analysis <\/td>\n<\/tr>\n
82<\/td>\n2.6.3 Judgment-Based Approach <\/td>\n<\/tr>\n
84<\/td>\n2.6.4 Collapse Modes and PACT Input <\/td>\n<\/tr>\n
86<\/td>\n2.7 Residual Drift Fragility <\/td>\n<\/tr>\n
88<\/td>\n08-V2_Ch03_Building Analytical Model and Performance Assessments_Final_508
3.1 Introduction <\/td>\n<\/tr>\n
89<\/td>\n3.2 Building Analytical Model
3.2.1 Nonlinear Response History Analysis <\/td>\n<\/tr>\n
90<\/td>\n3.2.2 Simplified Analysis <\/td>\n<\/tr>\n
91<\/td>\n3.2.3 Demand Directionality
3.3 Intensity-Based Assessment
3.3.1 Nonlinear Response History Analysis
3.3.1.1 Define Earthquake Hazards <\/td>\n<\/tr>\n
93<\/td>\n3.3.1.2 Analyze Building Response <\/td>\n<\/tr>\n
96<\/td>\n3.3.1.3 Input Response and Calculate Performance <\/td>\n<\/tr>\n
98<\/td>\n3.3.2 Simplified Analysis
3.3.2.1 Define Earthquake Hazards
3.3.2.2 Analyze Building Response <\/td>\n<\/tr>\n
113<\/td>\n3.3.2.3 Input Response and Calculate Performance <\/td>\n<\/tr>\n
116<\/td>\n3.3.3 Review Results <\/td>\n<\/tr>\n
121<\/td>\n3.4 Scenario-Based Assessment <\/td>\n<\/tr>\n
122<\/td>\n3.4.1 Nonlinear Response History Analysis
3.4.1.1 Define Earthquake Hazards <\/td>\n<\/tr>\n
123<\/td>\n3.4.1.2 Analyze Building Response <\/td>\n<\/tr>\n
126<\/td>\n3.4.1.3 Input Response and Calculate Performance <\/td>\n<\/tr>\n
127<\/td>\n3.4.2 Simplified Analysis
3.4.2.1 Define Earthquake Hazards <\/td>\n<\/tr>\n
129<\/td>\n3.4.2.2 Analyze Building Response <\/td>\n<\/tr>\n
130<\/td>\n3.4.2.3 Input Response and Calculate Performance <\/td>\n<\/tr>\n
131<\/td>\n3.4.3 Review Results
3.5 Time-Based Assessment
3.5.1 Nonlinear Response History Analysis
3.5.1.1 Define Earthquake Hazards <\/td>\n<\/tr>\n
133<\/td>\n3.5.1.2 Analyze Building Response
3.5.1.3 Input Response and Calculate Performance
3.5.2 Simplified Analysis
3.5.2.1 Define Earthquake Hazards <\/td>\n<\/tr>\n
137<\/td>\n3.5.2.2 Analyze Building Response <\/td>\n<\/tr>\n
140<\/td>\n3.5.2.3 Input Response and Calculate Performance <\/td>\n<\/tr>\n
141<\/td>\n3.5.3 Review Results <\/td>\n<\/tr>\n
142<\/td>\n09-V2_Ch04_Example Intensity_Final_508
4.1 Introduction
4.2 Obtain Site and Building Description <\/td>\n<\/tr>\n
144<\/td>\n4.3 Select Assessment Type and Performance Measure
4.4 Assemble Building Performance Model
4.4.1 Project Information <\/td>\n<\/tr>\n
145<\/td>\n4.4.2 Building Information <\/td>\n<\/tr>\n
146<\/td>\n4.4.3 Population Distribution
4.4.4 Structural Components
4.4.4.1 Structural Component Fragility Specifications <\/td>\n<\/tr>\n
149<\/td>\n4.4.4.2 Structural Component Performance Groups <\/td>\n<\/tr>\n
151<\/td>\n4.4.5 Nonstructural Components
4.4.5.1 Nonstructural Component Fragility Specifications <\/td>\n<\/tr>\n
153<\/td>\n4.4.5.2 Nonstructural Component Performance Groups <\/td>\n<\/tr>\n
157<\/td>\n4.4.6 Collapse Fragility and Collapse Modes
4.4.6.1 Collapse Fragility <\/td>\n<\/tr>\n
159<\/td>\n4.4.6.2 Collapse Modes <\/td>\n<\/tr>\n
160<\/td>\n4.4.7 Residual Drift Fragility
4.5 Select Analysis Method and Construct Building Analytical Model
4.6 Define Earthquake Hazards <\/td>\n<\/tr>\n
165<\/td>\n4.7 Analyze Building Response
4.7.1 Estimate Median Story Drift Ratio and Dispersion <\/td>\n<\/tr>\n
167<\/td>\n4.7.2 Estimate Median Peak Floor Acceleration and Dispersion <\/td>\n<\/tr>\n
168<\/td>\n4.7.3 Estimate Median Residual Story Drift Ratio and Dispersion <\/td>\n<\/tr>\n
169<\/td>\n4.8 Input Response Data and Calculate Performance <\/td>\n<\/tr>\n
170<\/td>\n4.9 Review Results <\/td>\n<\/tr>\n
173<\/td>\n10-V2_Ch05_Example Time_Final_508
5.1 Introduction
5.2 Obtain Site and Building Description <\/td>\n<\/tr>\n
174<\/td>\n5.3 Select Assessment Type and Performance Measures
5.4 Assemble Performance Assessment Model <\/td>\n<\/tr>\n
175<\/td>\n5.5 Select Analysis Method and Construct Building Analytical Model
5.6 Define Earthquake Hazards <\/td>\n<\/tr>\n
182<\/td>\n5.7 Analyze Building Response <\/td>\n<\/tr>\n
186<\/td>\n5.8 Input Response Data and Calculate Performance <\/td>\n<\/tr>\n
187<\/td>\n5.9 Review Results <\/td>\n<\/tr>\n
189<\/td>\n11-V2_Ch06_Structural Fragility Calculation_Final_508
6.1 Introduction
6.2 Building Description <\/td>\n<\/tr>\n
193<\/td>\n6.3 Development of Structural Component and System Fragilities by Calculation
6.3.1 Plywood Roof Diaphragm <\/td>\n<\/tr>\n
201<\/td>\n6.3.2 Tilt-Up Walls <\/td>\n<\/tr>\n
207<\/td>\n6.3.3 Wall to Roof Attachments
6.3.3.1 In-Plane Attachment \u2013 Failure at Ledger Bolting <\/td>\n<\/tr>\n
210<\/td>\n6.3.3.2 In-Plane Attachment \u2013 Failure at Bolt\/Concrete Interface <\/td>\n<\/tr>\n
213<\/td>\n6.3.3.3 Out-of-Plane Attachment <\/td>\n<\/tr>\n
217<\/td>\n6.4 User-Defined Fragilities in PACT <\/td>\n<\/tr>\n
220<\/td>\n12-V2_Ch07_Nonstructural Fragility Calculation_Final_508
7.1 Introduction
7.2 Unanchored Components <\/td>\n<\/tr>\n
221<\/td>\n7.2.1 Overturning <\/td>\n<\/tr>\n
225<\/td>\n7.2.2 Sliding Displacement <\/td>\n<\/tr>\n
226<\/td>\n7.3 Anchored Components
7.3.1 Code-Based Limit State Determination of Anchorage Fragility
7.3.1.1 Recent Code Requirements <\/td>\n<\/tr>\n
229<\/td>\n7.3.1.2 Procedure <\/td>\n<\/tr>\n
233<\/td>\n7.3.2 Strength-Based Limit State Approach to Anchorage Fragility Calculation <\/td>\n<\/tr>\n
235<\/td>\n7.4 Displacement-Based Limit State Approach to Define Calculated Fragilities <\/td>\n<\/tr>\n
237<\/td>\n13-V2_Ch08_Consequence Function Development_Final_508
8.1 Introduction
8.2 General Considerations <\/td>\n<\/tr>\n
238<\/td>\n8.3 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 <\/td>\n<\/tr>\n
239<\/td>\n8.3.1.3 Consider Associated Work Items
8.3.1.4 Estimate the Repair Cost
8.3.1.5 Establish Repair Cost Ranges <\/td>\n<\/tr>\n
240<\/td>\n8.3.1.6 Assign Dispersion
8.3.2 Repair Time
8.3.2.1 Establish Baseline Repair Time Estimate <\/td>\n<\/tr>\n
241<\/td>\n8.3.2.2 Establish Repair Time Estimate Ranges
8.3.3 Unsafe Placards
8.3.3.1 Determine Likelihood of Unsafe Placard <\/td>\n<\/tr>\n
242<\/td>\n8.3.3.2 Establish the Median Fraction of Total Quantity that will Trigger an Unsafe Placard <\/td>\n<\/tr>\n
243<\/td>\n8.3.3.3 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 <\/td>\n<\/tr>\n
244<\/td>\n8.3.4.5 Assign Dispersion
8.4 Example Application
8.4.1 Estimation of Repair Cost
8.4.1.1 Establish the Required Repair Actions <\/td>\n<\/tr>\n
245<\/td>\n8.4.1.2 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 <\/td>\n<\/tr>\n
246<\/td>\n8.4.2 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 <\/td>\n<\/tr>\n
250<\/td>\n8.5.3 Other Considerations <\/td>\n<\/tr>\n
251<\/td>\n14-V2_Appendix A_Structural Component Fragility Specifications_Final_508 <\/td>\n<\/tr>\n
257<\/td>\n15-V2_Appendix B_Nonstructural Component Fragility Specifications_Final_508 <\/td>\n<\/tr>\n
280<\/td>\n16-V2_Appendix C_PACT User Manual_Final_508
C.1 Introduction
C.2 Hardware and Software Requirements <\/td>\n<\/tr>\n
281<\/td>\nC.3 Installing PACT
C.4 PACT Control Panel <\/td>\n<\/tr>\n
282<\/td>\nC.5 Model the Building and Import Analyses Results <\/td>\n<\/tr>\n
283<\/td>\nC.5.1 Building Modeler Menus <\/td>\n<\/tr>\n
285<\/td>\nC.5.2 Project Information Tab
C.5.3 Building Information Tab <\/td>\n<\/tr>\n
286<\/td>\nC.5.4 Population Tab <\/td>\n<\/tr>\n
288<\/td>\nC.5.5 Component Fragilities Tab <\/td>\n<\/tr>\n
289<\/td>\nC.5.6 Performance Groups Tab <\/td>\n<\/tr>\n
290<\/td>\nC.5.7 Collapse Fragility Tab <\/td>\n<\/tr>\n
291<\/td>\nC.5.8 Structural Analysis Results Tab <\/td>\n<\/tr>\n
293<\/td>\nC.5.9 Residual Drift Tab <\/td>\n<\/tr>\n
294<\/td>\nC.5.10 Hazard Curve Tab
C.5.11 Saving the PACT Model <\/td>\n<\/tr>\n
295<\/td>\nC.6 Evaluate Performance <\/td>\n<\/tr>\n
297<\/td>\nC.6.1 Command Line Evaluation
C.7 Examine Results <\/td>\n<\/tr>\n
298<\/td>\nC.7.1 Scenario\/Intensity Results <\/td>\n<\/tr>\n
300<\/td>\nC.7.1.1 Repair Cost Tab <\/td>\n<\/tr>\n
302<\/td>\nC.7.1.2 Casualties Tab <\/td>\n<\/tr>\n
303<\/td>\nC.7.1.3 Repair Time Tab <\/td>\n<\/tr>\n
305<\/td>\nC.7.1.4 Unsafe Placards Tab
C.7.1.5 Realizations Tab <\/td>\n<\/tr>\n
307<\/td>\nC.7.1.6 Data Drill Down and Exports Tab <\/td>\n<\/tr>\n
309<\/td>\nC.7.2 Time-Based Results <\/td>\n<\/tr>\n
312<\/td>\nC.8 Fragility Specification Manager <\/td>\n<\/tr>\n
313<\/td>\nC.8.1 Overview Tab <\/td>\n<\/tr>\n
314<\/td>\nC.8.2 Fragility Specification Details Tab <\/td>\n<\/tr>\n
315<\/td>\nC.8.2.1 Fragility Structure Tree View <\/td>\n<\/tr>\n
318<\/td>\nC.8.2.2 General Info Tab <\/td>\n<\/tr>\n
319<\/td>\nC.8.2.3 Notes Tab
C.8.2.4 Damage State Group <\/td>\n<\/tr>\n
321<\/td>\nC.8.2.5 Damage State <\/td>\n<\/tr>\n
322<\/td>\nC.8.2.6 Consequence Functions <\/td>\n<\/tr>\n
324<\/td>\nC.9 Population Manager <\/td>\n<\/tr>\n
326<\/td>\nC.10 Reporting <\/td>\n<\/tr>\n
327<\/td>\nC.11 A Look under the Hood
C.11.1 Project Files
C.11.2 Results Files <\/td>\n<\/tr>\n
328<\/td>\nC.11.3 Fragility Specification Files
C.11.4 Population Specification Files
C.11.5 Reporting Template Files
C.11.6 Programming Notes <\/td>\n<\/tr>\n
329<\/td>\nC.11.6.1 Logfiles <\/td>\n<\/tr>\n
330<\/td>\n17-V2_Appendix D_Normative Quantity Estimation Tool User Manual_Final_508
D.1 Introduction
D.2 Usage Notes <\/td>\n<\/tr>\n
331<\/td>\nD.3 Normative Quantity Estimate Tab
D.3.1 Building Definition Table
D.3.2 Component Summary Matrix <\/td>\n<\/tr>\n
332<\/td>\nD.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 <\/td>\n<\/tr>\n
334<\/td>\nD.3.3.4 Rounding to Integer Quantity
D.4 Normative Quantity Database Tab
D.4.1 Component Definition Table <\/td>\n<\/tr>\n
335<\/td>\nD.4.2 Building Occupancy Component Matrix <\/td>\n<\/tr>\n
336<\/td>\n18-V2_Glossary_Final_508
Definitions <\/td>\n<\/tr>\n
342<\/td>\n19-V2_Symbols_Final_508
Notation <\/td>\n<\/tr>\n
348<\/td>\n20-V2_References_Final_508 <\/td>\n<\/tr>\n
351<\/td>\n21-V2_Participants_Final_508 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-58-2 – Seismic Performance Assessment of Buildings – Volume 2 – Implementation Guide<\/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>\n357<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":137805,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-137803","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\/137803","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\/137805"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=137803"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=137803"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=137803"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}