FEMA 439A 2005
$40.95
FEMA 439A – Blast Resistance Benefits of Seismic Design. Phase 1 Study: Performance Analysis of Reinforced Concrete Strengthening Systems Applied to the Murrah Federal Building Design
| Published By | Publication Date | Number of Pages |
| FEMA | 2005 | 296 |
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PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Blast-Resistance Benefits ofSeismic Design |
| 5 | Preface |
| 7 | Table of Contents |
| 10 | List of Figures |
| 12 | List of Tables |
| 13 | Executive Summary |
| 17 | 1 Introduction |
| 35 | 2 Seismic Evaluation and Strengthening |
| 51 | 3 Blast Response Analyses of Elements Strengthened to Improve Earthquake Resistance |
| 79 | 4 Progressive Collapse Analyses of Structural Systems |
| 109 | 5 Conclusions and Recommendations |
| 119 | Appendices for FEMA 439A |
| 121 | Appendix A: Seismic Evaluation |
| 151 | Appendix B: Strengthening Schemes for Improved Earthquake Performance |
| 161 | Appendix C: Application of Seismic Detailing to Original Design |
| 171 | Appendix D: Blast Analysis Input and Response Data |
| 269 | Appendix E: Cost Estimates for Seismic Strengthening Schemes |
| 291 | Appendix F: ASCE 31-02 Tier 1 Analysis Checklists |
