{"id":137804,"date":"2024-10-19T07:57:58","date_gmt":"2024-10-19T07:57:58","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-646-2012\/"},"modified":"2024-10-25T00:09:07","modified_gmt":"2024-10-25T00:09:07","slug":"fema-p-646-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-646-2012\/","title":{"rendered":"FEMA P 646 2012"},"content":{"rendered":"

None<\/p>\n

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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFEMAP-646coverFinal2012 <\/td>\n<\/tr>\n
2<\/td>\nBlank Page <\/td>\n<\/tr>\n
3<\/td>\n01a-Title Page_final <\/td>\n<\/tr>\n
5<\/td>\n01b-FEMA_Foreword_revision2 <\/td>\n<\/tr>\n
7<\/td>\n02-Preface_final <\/td>\n<\/tr>\n
9<\/td>\n03-TableofContents <\/td>\n<\/tr>\n
12<\/td>\nBlank Page <\/td>\n<\/tr>\n
13<\/td>\n04-ListofFigures_final <\/td>\n<\/tr>\n
18<\/td>\nBlank Page <\/td>\n<\/tr>\n
19<\/td>\n05-ListofTables_final <\/td>\n<\/tr>\n
20<\/td>\nBlank Page <\/td>\n<\/tr>\n
21<\/td>\n07-2012-Ch01_Introduction_final
1.1 Objectives and Scope <\/td>\n<\/tr>\n
22<\/td>\n1.2 Deciding to Construct a Vertical Evacuation Structure
1.2.1 Tsunami Hazard versus Risk
1.2.2 Decision-Making and Design Process <\/td>\n<\/tr>\n
24<\/td>\n1.3 Limitations <\/td>\n<\/tr>\n
25<\/td>\n1.4 Organization <\/td>\n<\/tr>\n
27<\/td>\n08-2012-Ch02_Background_final_rev2
2.1 General
2.1.1 Historic Tsunami Activity <\/td>\n<\/tr>\n
30<\/td>\n2.1.2 Behaviors and Characteristics of Tsunamis <\/td>\n<\/tr>\n
36<\/td>\n2.2 Tsunami Effects on Buildings
2.2.1 Historic Data on Tsunami Effects <\/td>\n<\/tr>\n
39<\/td>\n2.2.2 Observations from the Indian Ocean Tsunami <\/td>\n<\/tr>\n
45<\/td>\n2.2.3 Observations from the Tohoku Japan Tsunami <\/td>\n<\/tr>\n
51<\/td>\n2.2.4 Observations from Hurricane Katrina <\/td>\n<\/tr>\n
54<\/td>\n2.2.5 Implications for Tsunami-Resistant Design <\/td>\n<\/tr>\n
56<\/td>\nBlank Page <\/td>\n<\/tr>\n
57<\/td>\n09-Ch03 Tsunami Hazard Assessment_9-2012_final
3.1 Current Tsunami Modeling and Inundation Mapping <\/td>\n<\/tr>\n
58<\/td>\n3.2 The NOAA Tsunami Program: Forecast Modeling and Mapping <\/td>\n<\/tr>\n
61<\/td>\n3.3 The National Tsunami Hazard Mitigation Program: Credible Worst-Case Scenarios <\/td>\n<\/tr>\n
64<\/td>\n3.4 The FEMA Map Modernization Program: Probabilistic Tsunami Hazard Assessments <\/td>\n<\/tr>\n
66<\/td>\n3.5 Limitations in Available Modeling and Mapping Products <\/td>\n<\/tr>\n
67<\/td>\n3.6 Hazard Quantification for Design of Tsunami Vertical Evacuation Structures <\/td>\n<\/tr>\n
69<\/td>\n3.7 Recommendations to Improve Tsunami Hazard Assessment <\/td>\n<\/tr>\n
70<\/td>\nBlank Page <\/td>\n<\/tr>\n
71<\/td>\n10-Ch04_Vertical_Evacuation_Options_final
4.1 Vertical Evacuation Considerations
4.1.1 Single-Purpose Facilities <\/td>\n<\/tr>\n
72<\/td>\n4.1.2 Multi-Purpose Facilities <\/td>\n<\/tr>\n
73<\/td>\n4.1.3 Multi-Hazard Considerations
4.2 Vertical Evacuation Concepts
4.2.1 Existing High Ground <\/td>\n<\/tr>\n
74<\/td>\n4.2.2 Soil Berms <\/td>\n<\/tr>\n
75<\/td>\n4.2.3 Multi-Story Parking Garages
4.2.4 Community Facilities <\/td>\n<\/tr>\n
76<\/td>\n4.2.5 Commercial Facilities <\/td>\n<\/tr>\n
78<\/td>\n4.2.6 School Facilities
4.2.7 Existing Buildings <\/td>\n<\/tr>\n
79<\/td>\n11-Ch05_Siting_final
5.1 Siting Considerations
5.1.1 Warning, Travel Time, and Spacing <\/td>\n<\/tr>\n
81<\/td>\n5.1.2 Ingress and Vertical Circulation <\/td>\n<\/tr>\n
82<\/td>\n5.1.3 Consideration of Site Hazards <\/td>\n<\/tr>\n
84<\/td>\n5.2 Sizing Considerations <\/td>\n<\/tr>\n
85<\/td>\n5.2.1 Services and Occupancy Duration
5.2.2 Square Footage Recommendations from Available Sheltering Guidelines <\/td>\n<\/tr>\n
87<\/td>\n5.2.3 Recommended Minimum Square Footage for Short-Term Refuge from Tsunamis
5.3 Elevation Considerations <\/td>\n<\/tr>\n
88<\/td>\n5.4 Size of Vertical Evacuation Structures <\/td>\n<\/tr>\n
89<\/td>\n12-Ch06 Load Determination_final_rev
6.1 Currently Available Structural Design Criteria
6.1.1 Current U.S. Codes, Standards, and Guidelines <\/td>\n<\/tr>\n
92<\/td>\n6.1.2 Summary of Current Design Requirements <\/td>\n<\/tr>\n
93<\/td>\n6.1.3 Limitations in Available Flood Design Criteria Relative to Tsunami Loading <\/td>\n<\/tr>\n
94<\/td>\n6.2 Performance Objectives <\/td>\n<\/tr>\n
95<\/td>\n6.2.1 Tsunami Performance Objective <\/td>\n<\/tr>\n
96<\/td>\n6.2.2 Seismic Performance Objectives
6.3 Earthquake Loading <\/td>\n<\/tr>\n
97<\/td>\n6.3.1 Near-Source-Generated Tsunamis
6.3.2 Far-Source-Generated Tsunamis <\/td>\n<\/tr>\n
98<\/td>\n6.4 Wind Loading
6.5 Tsunami Loading <\/td>\n<\/tr>\n
99<\/td>\n6.5.1 Key Assumptions for Estimating Tsunami Load Effects <\/td>\n<\/tr>\n
100<\/td>\n6.5.2 Hydrostatic Forces <\/td>\n<\/tr>\n
102<\/td>\n6.5.3 Buoyant Forces <\/td>\n<\/tr>\n
103<\/td>\n6.5.4 Hydrodynamic Forces <\/td>\n<\/tr>\n
105<\/td>\n6.5.5 Impulsive Forces <\/td>\n<\/tr>\n
106<\/td>\n6.5.6 Floating Debris Impact Forces <\/td>\n<\/tr>\n
110<\/td>\n6.5.7 Damming of Accumulated Waterborne Debris <\/td>\n<\/tr>\n
111<\/td>\n6.5.8 Uplift Forces on Elevated Floors <\/td>\n<\/tr>\n
113<\/td>\n6.5.9 Additional Retained Water Loading on Elevated Floors <\/td>\n<\/tr>\n
114<\/td>\n6.6 Combination of Tsunami Forces
6.6.1 Tsunami Force Combinations on the Overall Structure <\/td>\n<\/tr>\n
116<\/td>\n6.6.2 Tsunami Force Combinations on Individual Components <\/td>\n<\/tr>\n
117<\/td>\n6.7 Load Combinations <\/td>\n<\/tr>\n
118<\/td>\n6.8 Member Capacities and Strength Design Considerations <\/td>\n<\/tr>\n
119<\/td>\n6.9 Progressive Collapse Considerations
6.9.1 Department of Defense Methodology <\/td>\n<\/tr>\n
121<\/td>\n6.9.2 General Services Administration Methodology <\/td>\n<\/tr>\n
123<\/td>\n13-Ch07_Structural_Design_Concepts_final
7.1 Attributes of Tsunami-Resistant Structures
7.2 Structural Considerations for Tsunami Load Effects <\/td>\n<\/tr>\n
124<\/td>\n7.2.1 Foundation \/ Scour Design Concepts <\/td>\n<\/tr>\n
125<\/td>\n7.2.2 Breakaway Wall Concepts <\/td>\n<\/tr>\n
127<\/td>\n7.3 Concepts for Modifying and Retrofitting Existing Structures <\/td>\n<\/tr>\n
128<\/td>\n7.4 Permitting and Quality Assurance for Vertical Evacuation Structures
7.4.1 Permitting and Code Compliance
7.4.2 Peer Review <\/td>\n<\/tr>\n
129<\/td>\n7.4.3 Quality Assurance \/ Quality Control
7.5 Planning Considerations for Vertical Evacuation Structures <\/td>\n<\/tr>\n
130<\/td>\n7.6 Cost Considerations for Vertical Evacuation Structures <\/td>\n<\/tr>\n
132<\/td>\nBlank Page <\/td>\n<\/tr>\n
133<\/td>\n14-Appendix_A_3-26-2012_final <\/td>\n<\/tr>\n
141<\/td>\n15-Appendix B_final
B.1 Site 1 Example: Escape Berm <\/td>\n<\/tr>\n
144<\/td>\nB.2 Site 2 Example: Multi-Use Structure <\/td>\n<\/tr>\n
148<\/td>\nBlank Page <\/td>\n<\/tr>\n
150<\/td>\n16-Appendix C_V 4-13-2012_final
C.1 Inundation Depth
C.2 Hydrostatic and Buoyant Forces <\/td>\n<\/tr>\n
152<\/td>\nC.3 Hydrodynamic and Impulsive Forces
C.4 Impact Force <\/td>\n<\/tr>\n
154<\/td>\nC.5 Damming Effect of Waterborne Debris <\/td>\n<\/tr>\n
155<\/td>\nC.6 Hydrodynamic Uplift Forces <\/td>\n<\/tr>\n
156<\/td>\nBlank Page <\/td>\n<\/tr>\n
157<\/td>\n17-Appendix D_V 4-13-2012_final
D.1 Available Models for Impact Loads <\/td>\n<\/tr>\n
162<\/td>\nD.2 Summary and Discussion <\/td>\n<\/tr>\n
165<\/td>\n18-Appendix E_final_508
E.1 Flow Velocity <\/td>\n<\/tr>\n
168<\/td>\nE.2 Momentum Flux <\/td>\n<\/tr>\n
170<\/td>\nBlank Page <\/td>\n<\/tr>\n
171<\/td>\n19-Glossary_final
A
B <\/td>\n<\/tr>\n
172<\/td>\nC <\/td>\n<\/tr>\n
173<\/td>\nD
F <\/td>\n<\/tr>\n
174<\/td>\nG
H <\/td>\n<\/tr>\n
175<\/td>\nI
L
M <\/td>\n<\/tr>\n
176<\/td>\nN
P <\/td>\n<\/tr>\n
177<\/td>\nR
S <\/td>\n<\/tr>\n
178<\/td>\nT <\/td>\n<\/tr>\n
179<\/td>\nU
V
W <\/td>\n<\/tr>\n
180<\/td>\nBlank Page <\/td>\n<\/tr>\n
181<\/td>\n20-References_4-13-2012_final <\/td>\n<\/tr>\n
192<\/td>\nBlank Page <\/td>\n<\/tr>\n
193<\/td>\n21-Project_Participants_final
ATC Management and Oversight
FEMA Project Officer
FEMA Technical Monitor
Project Management Committee (Second Edition) <\/td>\n<\/tr>\n
194<\/td>\nProject Management Committee
Project Review Panel <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-646 – Guidelines for Design of Structures for Vertical Evacuation from Tsunamis, Second Edition<\/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>\n194<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":137806,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-137804","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\/137804","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\/137806"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=137804"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=137804"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=137804"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}