{"id":394105,"date":"2024-10-20T04:12:28","date_gmt":"2024-10-20T04:12:28","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-1026-2021\/"},"modified":"2024-10-26T07:51:39","modified_gmt":"2024-10-26T07:51:39","slug":"fema-p-1026-2021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-1026-2021\/","title":{"rendered":"FEMA P 1026 2021"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Seismic Design of Rigid Wall-Flexible Diaphragm Buildings <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | List of Figures <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | List of Tables <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Chapter 1 Introduction <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Chapter 2 Description of RWFD Buildingsand Their Performance in Earthquakes <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | Chapter 3 Traditional DesignPractice Example <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | Chapter 4 Development of the Alternative RWFD DesignProcedure <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | Chapter 5 Implementation of the Alternative RWFD DesignProcedure <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | Chapter 6 Diaphragm Deflection Check <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | Chapter 7 Comparison of Designs UsingTraditional Practice and the Alternative RWFD Procedure <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | Chapter 8 Future Studies for Design ofRWFD Buildings <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | Chapter 9 Conclusions <\/td>\n<\/tr>\n | ||||||
165<\/td>\n | Appendix A Evaluating RWFD Buildings Using FEMA P695 Methodology <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | Appendix B Evaluation of Traditional Design Procedure Using FEMA P695 <\/td>\n<\/tr>\n | ||||||
201<\/td>\n | Appendix C Evaluation of Alternative RWFD Design Procedure for Wood Diaphragms <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | Appendix D Extension of FEMA P-1026 to Bare Steel Deck Roof Diaphragms <\/td>\n<\/tr>\n | ||||||
237<\/td>\n | Acronyms <\/td>\n<\/tr>\n | ||||||
241<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
249<\/td>\n | Project Participants <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" FEMA P-1026 Seismic Design of Rigid Wall-Flexible Diaphragm Buildings: An Alternative Procedure, Second Edition<\/b><\/p>\n |