FEMA P 1026 2021
$53.30
FEMA P-1026 Seismic Design of Rigid Wall-Flexible Diaphragm Buildings: An Alternative Procedure, Second Edition
Published By | Publication Date | Number of Pages |
FEMA | 2021 | 254 |
None
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Seismic Design of Rigid Wall-Flexible Diaphragm Buildings |
5 | Foreword |
7 | Preface |
9 | Table of Contents |
15 | List of Figures |
21 | List of Tables |
25 | Chapter 1 Introduction |
35 | Chapter 2 Description of RWFD Buildingsand Their Performance in Earthquakes |
43 | Chapter 3 Traditional DesignPractice Example |
69 | Chapter 4 Development of the Alternative RWFD DesignProcedure |
85 | Chapter 5 Implementation of the Alternative RWFD DesignProcedure |
123 | Chapter 6 Diaphragm Deflection Check |
139 | Chapter 7 Comparison of Designs UsingTraditional Practice and the Alternative RWFD Procedure |
145 | Chapter 8 Future Studies for Design ofRWFD Buildings |
163 | Chapter 9 Conclusions |
165 | Appendix A Evaluating RWFD Buildings Using FEMA P695 Methodology |
177 | Appendix B Evaluation of Traditional Design Procedure Using FEMA P695 |
201 | Appendix C Evaluation of Alternative RWFD Design Procedure for Wood Diaphragms |
221 | Appendix D Extension of FEMA P-1026 to Bare Steel Deck Roof Diaphragms |
237 | Acronyms |
241 | References |
249 | Project Participants |