FEMA 355C 2000
$36.40
FEMA 355C – State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquake Ground Shaking
| Published By | Publication Date | Number of Pages |
| FEMA | 2000 | 344 |
None
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 5 | Table of Contents |
| 11 | List of Figures |
| 21 | List of Tables |
| 23 | 1. Introduction |
| 35 | 2. Inelastic Cyclic Characteristics of Structural Elements |
| 47 | 3. Methods for Prediction of Seismic Demands |
| 65 | 4. Selected Issues Affecting the Seismic Performance of WSMF Structures |
| 97 | 5. Inelastic Seismic Demands for Ductile WSMF Systems with Fully Restrained Connections |
| 216 | 6. Behavior of Frames with Pre-Northridge Connections |
| 260 | 7. Frames with Partially Restrained Connections |
| 278 | 8. Summary and Conclusions |
| 284 | Appendix A. SAC Ground Motions |
| 294 | Appendix B. The SAC Model Buildings |
| 310 | References, FEMA Reports, SAC Reports, and Acronyms |
| 333 | SAC Phase II Project Participants |
