{"id":137729,"date":"2024-10-19T07:57:40","date_gmt":"2024-10-19T07:57:40","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-355c-2000\/"},"modified":"2024-10-25T00:08:46","modified_gmt":"2024-10-25T00:08:46","slug":"fema-355c-2000","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-355c-2000\/","title":{"rendered":"FEMA 355C 2000"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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5<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | List of Figures <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | List of Tables <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 1. Introduction <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 2. Inelastic Cyclic Characteristics of Structural Elements <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 3. Methods for Prediction of Seismic Demands <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | 4. Selected Issues Affecting the Seismic Performance of WSMF Structures <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | 5. Inelastic Seismic Demands for Ductile WSMF Systems with Fully Restrained Connections <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | 6. Behavior of Frames with Pre-Northridge Connections <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | 7. Frames with Partially Restrained Connections <\/td>\n<\/tr>\n | ||||||
278<\/td>\n | 8. Summary and Conclusions <\/td>\n<\/tr>\n | ||||||
284<\/td>\n | Appendix A. SAC Ground Motions <\/td>\n<\/tr>\n | ||||||
294<\/td>\n | Appendix B. The SAC Model Buildings <\/td>\n<\/tr>\n | ||||||
310<\/td>\n | References, FEMA Reports, SAC Reports, and Acronyms <\/td>\n<\/tr>\n | ||||||
333<\/td>\n | SAC Phase II Project Participants <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" FEMA 355C – State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquake Ground Shaking<\/b><\/p>\n |