{"id":369524,"date":"2024-10-20T02:15:18","date_gmt":"2024-10-20T02:15:18","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-2078-2020\/"},"modified":"2024-10-26T03:51:41","modified_gmt":"2024-10-26T03:51:41","slug":"fema-p-2078-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-2078-2020\/","title":{"rendered":"FEMA P 2078 2020"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFEMA P-2078 <\/td>\n<\/tr>\n
3<\/td>\nProcedures for Developing
\nMulti-Period Response Spectra at Non-Conterminous United States Sites <\/td>\n<\/tr>\n
5<\/td>\nPreface <\/td>\n<\/tr>\n
7<\/td>\nExecutive Summary <\/td>\n<\/tr>\n
9<\/td>\nTable of Contents <\/td>\n<\/tr>\n
13<\/td>\nList of Figures <\/td>\n<\/tr>\n
43<\/td>\nList of Tables <\/td>\n<\/tr>\n
85<\/td>\nChapter 1: Introduction
1.1 Purpose
1.2 Objectives <\/td>\n<\/tr>\n
86<\/td>\n1.3 Scope <\/td>\n<\/tr>\n
87<\/td>\n1.4 Report Organization <\/td>\n<\/tr>\n
89<\/td>\nChapter 2: Background
2.1 Relevant Seismic Code Development Work <\/td>\n<\/tr>\n
90<\/td>\n2.2 Summary of MPRS Proposals for the 2020 NEHRP Provisions
2.2 Summary of MPRS Proposals for the 2020 NEHRP Provisions
2.2.1 Key Changes to the Seismic Design Criteria of Chapter 11 <\/td>\n<\/tr>\n
93<\/td>\n2.2.2 Key Changes to the Site Classification Criteria of Chapter 20 <\/td>\n<\/tr>\n
94<\/td>\n2.2.3 Key Changes to the Site-Specific Ground Motion Procedures of Chapter 21 <\/td>\n<\/tr>\n
96<\/td>\n2.2.4 Key Changes to the Seismic Ground Motion Maps of Chapter 22 <\/td>\n<\/tr>\n
97<\/td>\n2.3 2018 Update of the National Seismic Hazard Model <\/td>\n<\/tr>\n
99<\/td>\nChapter 3: Study Approach and Methods
3.1 General Approach and Methods
3.1.1 Definition of Multi-Period Response Spectra (MPRS) <\/td>\n<\/tr>\n
100<\/td>\n3.1.2 Key Hazard Parameters Influencing Spectral Shape <\/td>\n<\/tr>\n
103<\/td>\n3.1.3 Frequency Content of MPRS Derived from WUS Crustal and Subduction Earthquake Ground Motion Models <\/td>\n<\/tr>\n
105<\/td>\n3.2 Response Spectrum Shape Parameters (RSSPs) <\/td>\n<\/tr>\n
106<\/td>\n3.2.1 Census Tract-Based Data <\/td>\n<\/tr>\n
107<\/td>\n3.2.2 Development of Probabilistic RSSPs <\/td>\n<\/tr>\n
110<\/td>\n3.2.3 Development of Deterministic RSSPs <\/td>\n<\/tr>\n
111<\/td>\n3.3 Development of Probabilistic and Deterministic MPRS <\/td>\n<\/tr>\n
112<\/td>\n3.3.1 Selection of Short-Period and Long-Period RSSPs
3.3.2 Determination of Short-Period and Long-Period Response Domains <\/td>\n<\/tr>\n
113<\/td>\n3.3.3 Calculation of Short-Period and Long-Period MPRS
3.3.4 Calculation of Mid-Period MPRS <\/td>\n<\/tr>\n
114<\/td>\n3.4 Development of Site-Specific MCER Ground Motions <\/td>\n<\/tr>\n
115<\/td>\nChapter 4: Development of Probabilistic Multi-Period Response Spectra <\/td>\n<\/tr>\n
116<\/td>\n4.1 Approach and Methods
4.1.1 Overview <\/td>\n<\/tr>\n
117<\/td>\n4.1.2 Development of Site-Specific Probabilistic Hazard Curves <\/td>\n<\/tr>\n
118<\/td>\n4.1.3 Development of Site-Specific Probabilistic MPRS and RSSPs <\/td>\n<\/tr>\n
119<\/td>\n4.2 Probabilistic RSSPs for (TL, SS, RS\/1) Bins <\/td>\n<\/tr>\n
128<\/td>\n4.2.1 Influence of Site Conditions on Frequency Content <\/td>\n<\/tr>\n
134<\/td>\n4.2.2 Influence of Ground Motion Level, Ss, and Spectral Response Ratio, RS\/1, on Frequency Content <\/td>\n<\/tr>\n
135<\/td>\n4.2.3 Influence of the Long-Period Transition Period, TL, on Frequency Content
4.3 Generic Probabilistic RSSPs <\/td>\n<\/tr>\n
138<\/td>\n4.4 Procedure for Developing Site-Specific Probabilistic MPRS
4.4.1 Probabilistic Input Parameters <\/td>\n<\/tr>\n
139<\/td>\n4.4.2 Selection of Probabilistic RSSPs <\/td>\n<\/tr>\n
140<\/td>\n4.4.3 Calculation of Probabilistic MPRS
4.5 Example Set of Probabilistic MPRS for Irvine, California <\/td>\n<\/tr>\n
141<\/td>\n4.5.1 Irvine Site <\/td>\n<\/tr>\n
142<\/td>\n4.5.2 Derived Probabilistic MPRS <\/td>\n<\/tr>\n
146<\/td>\n4.5.3 Comparison of Probabilistic MPRS <\/td>\n<\/tr>\n
151<\/td>\nChapter 5: Development of Deterministic Multi-Period Response Spectra
5.1 Approach and Methods
5.1.1 Overview <\/td>\n<\/tr>\n
152<\/td>\n5.1.2 NGA-West2 Spreadsheet Calculation of MCER Ground Motion Response Spectra <\/td>\n<\/tr>\n
153<\/td>\n5.1.3 Values of Source and Site Parameters
5.1.4 Average 84th Percentile Response of NGA-West2 GMMs <\/td>\n<\/tr>\n
155<\/td>\n5.2 Generic Deterministic RSSPs <\/td>\n<\/tr>\n
162<\/td>\n5.3 Procedure for Developing Site-Specific Deterministic MPRS
5.3.1 Deterministic Input Parameters
5.3.2 Selection and Interpolation of Short-Period and Long-Period RSSPs <\/td>\n<\/tr>\n
163<\/td>\n5.3.3 Calculation of Deterministic MPRS <\/td>\n<\/tr>\n
164<\/td>\n5.4 Example Set of Deterministic MPRS for San Mateo, California
5.4.1 San Mateo Site <\/td>\n<\/tr>\n
165<\/td>\n5.4.2 Derived Deterministic MPRS <\/td>\n<\/tr>\n
166<\/td>\n5.4.3 Comparison of Deterministic MPRS <\/td>\n<\/tr>\n
171<\/td>\n5.5 Deterministic Lower Limit MCER Response Spectra
5.5.1 Background <\/td>\n<\/tr>\n
172<\/td>\n5.5.2 Approach <\/td>\n<\/tr>\n
174<\/td>\n5.5.3 Lower Limit Deterministic MPRS <\/td>\n<\/tr>\n
179<\/td>\nChapter 6: Validation of Derived Multi-Period Response Spectra <\/td>\n<\/tr>\n
180<\/td>\n6.1 Calculation of MPRS at 34 WUS and CEUS Sites
6.1.1 Proposed MPRS and Parameters SMS and SM1 <\/td>\n<\/tr>\n
183<\/td>\n6.1.2 Derived MPRS and Parameters SMS and SM1 <\/td>\n<\/tr>\n
186<\/td>\n6.2 Comparison of Ground Motion Parameters SMS and SM1 of Derived MPRS with those of Proposed MPRS <\/td>\n<\/tr>\n
198<\/td>\n6.3 Comparison of Derived MPRS and Proposed MPRS <\/td>\n<\/tr>\n
249<\/td>\nChapter 7: Example Development of Multi-Period Response Spectra for Six Non-Conterminous U.S. Sites <\/td>\n<\/tr>\n
250<\/td>\n7.1 Example Non-Conterminous U.S. Sites <\/td>\n<\/tr>\n
251<\/td>\n7.2 Development of Probabilistic and Deterministic MPRS <\/td>\n<\/tr>\n
253<\/td>\n7.2.1 Hilo, Hawaii <\/td>\n<\/tr>\n
254<\/td>\n7.2.2 Honolulu, Hawaii <\/td>\n<\/tr>\n
255<\/td>\n7.2.3 Anchorage, Alaska <\/td>\n<\/tr>\n
256<\/td>\n7.2.4 Fairbanks, Alaska <\/td>\n<\/tr>\n
257<\/td>\n7.2.5 San Juan, Puerto Rico <\/td>\n<\/tr>\n
258<\/td>\n7.2.6 Anderson AFB, Guam <\/td>\n<\/tr>\n
259<\/td>\n7.3 Derived MPRS and Ground Motion Parameters SMS and SM1 <\/td>\n<\/tr>\n
260<\/td>\n7.3.1 Hilo, Hawaii <\/td>\n<\/tr>\n
261<\/td>\n7.3.2 Honolulu, Hawaii <\/td>\n<\/tr>\n
262<\/td>\n7.3.3 Anchorage, Alaska <\/td>\n<\/tr>\n
263<\/td>\n7.3.4 Fairbanks, Alaska <\/td>\n<\/tr>\n
264<\/td>\n7.3.5 San Juan, Puerto Rico <\/td>\n<\/tr>\n
265<\/td>\n7.3.6 Anderson AFB, Guam <\/td>\n<\/tr>\n
267<\/td>\nChapter 8: Summary and Recommendations
8.1 Summary <\/td>\n<\/tr>\n
268<\/td>\n8.2 Key Results <\/td>\n<\/tr>\n
275<\/td>\n8.3 Recommendations <\/td>\n<\/tr>\n
277<\/td>\nAppendix A: Development of Census Tract-Based Ground Motion Data
A.1 Census Tract Sites <\/td>\n<\/tr>\n
278<\/td>\nA.2 Collection and Sorting of Ground Motion Data <\/td>\n<\/tr>\n
280<\/td>\nA.3 Binning of Ground Motions
A.4 Sets of Probabilistic MPRS <\/td>\n<\/tr>\n
285<\/td>\nAppendix B: Probabilistic Response Spectrum Shape Parameters <\/td>\n<\/tr>\n
327<\/td>\nAppendix C: Deterministic Response Spectrum Shape Parameters <\/td>\n<\/tr>\n
343<\/td>\nAppendix D: Multi-Period Response Spectra of 34 U.S. City Sites Proposed for the 2020 NEHRP Provisions and ASCE 7-22 <\/td>\n<\/tr>\n
344<\/td>\nD.1 Proposed Probabilistic MCER Ground Motions <\/td>\n<\/tr>\n
378<\/td>\nD.2 Proposed Deterministic MCER Ground Motions (without the Lower Limit) <\/td>\n<\/tr>\n
412<\/td>\nD.3 Proposed MCER Ground Motions <\/td>\n<\/tr>\n
447<\/td>\nAppendix E: Multi-Period Response Spectra of 34 U.S. City Sites Derived from Parameters SS, S1, and TL <\/td>\n<\/tr>\n
448<\/td>\nE.1 Derived Probabilistic MCER Ground Motions <\/td>\n<\/tr>\n
482<\/td>\nE.2 Derived Deterministic MCER Ground Motions (without the Lower Limit) <\/td>\n<\/tr>\n
516<\/td>\nE.3 Derived MCER Ground Motions <\/td>\n<\/tr>\n
551<\/td>\nReferences <\/td>\n<\/tr>\n
555<\/td>\nProject Participants <\/td>\n<\/tr>\n
558<\/td>\nBack Cover <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-2078: Procedures for Developing Multi-Period Response Spectra at Non-Conterminous United States Sites<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2020<\/td>\n558<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":369529,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-369524","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\/369524","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\/369529"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=369524"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=369524"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=369524"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}