{"id":74422,"date":"2024-10-17T16:50:59","date_gmt":"2024-10-17T16:50:59","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p440a-2009\/"},"modified":"2024-10-24T19:15:27","modified_gmt":"2024-10-24T19:15:27","slug":"fema-p440a-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p440a-2009\/","title":{"rendered":"FEMA P440A 2009"},"content":{"rendered":"
0<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
3<\/td>\n | 01_Titlepage_jah <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 02_Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 03_Preface_jah <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 04_Executive Summary_jah <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 05_Table of Contents_jah <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 06_List of Figures <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 07_List of Tables <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 08_Ch1_Introduction_jah <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 09_Ch2_Background concepts_jah <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | 10_Ch3_SDOF studies_jah <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | 11_Ch4_SDOF results_jah <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | 12_Ch5_Conclusions and recommendations_jah <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | 13_App A_Literature review_jah <\/td>\n<\/tr>\n | ||||||
217<\/td>\n | 14_App B_Single spring median IDA curves_v2_jah <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | 15_App C_Multi-spring normalized IDA curves <\/td>\n<\/tr>\n | ||||||
241<\/td>\n | 16_App D_Multi-spring non-normalized IDA curves <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | 17_App E_Uncertainty and Fragility <\/td>\n<\/tr>\n | ||||||
259<\/td>\n | 18_App F_Example SNDP application <\/td>\n<\/tr>\n | ||||||
273<\/td>\n | 19_App G_MDOF studies_cdc <\/td>\n<\/tr>\n | ||||||
291<\/td>\n | 20_References_jah <\/td>\n<\/tr>\n | ||||||
309<\/td>\n | 21_Project participants <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" FEMA P-440A – Effects of Strength and Stiffness Degradation on Seismic Response<\/b><\/p>\n |