{"id":137733,"date":"2024-10-19T07:57:40","date_gmt":"2024-10-19T07:57:40","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-355e-2000\/"},"modified":"2024-10-25T00:08:47","modified_gmt":"2024-10-25T00:08:47","slug":"fema-355e-2000","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-355e-2000\/","title":{"rendered":"FEMA 355E 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 | ||||||
8<\/td>\n | List of Figures <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | List of Tables <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 1. Introduction <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 2. Design and Construction of WSMFs in Seismic Areas <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 3. Testing of Steel Moment-Frame Connections <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 4. Codes and Standards for Steel Moment Frames <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | 5. Performance of Steel Frame Buildings in Past Earthquakes <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | 6. Performance of WSMFs in the 1994 Northridge Earthquake <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | Appendix A. WSMF Data from the Northridge Earthquake <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | Appendix B. Northridge Earthquake WSMF Building Damage <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | Appendix C. Overview of Damage to Steel Building Structures Observed in the 1995 Kobe Earthquake <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | Appendix D. Damage to Steel Buildings Due to the September 21, 1999 Ji Ji, Taiwan Earthquake <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | References, FEMA Reports, SAC Reports, and Acronyms <\/td>\n<\/tr>\n | ||||||
189<\/td>\n | SAC Phase II Project Participants <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" FEMA 355E – State of the Art Report on Past Performance of Steel Moment-Frame Buildings in Earthquakes<\/b><\/p>\n |