{"id":137789,"date":"2024-10-19T07:57:54","date_gmt":"2024-10-19T07:57:54","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-155-2015\/"},"modified":"2024-10-25T00:09:02","modified_gmt":"2024-10-25T00:09:02","slug":"fema-p-155-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-155-2015\/","title":{"rendered":"FEMA P 155 2015"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | FEMA P-155 Cover 508 <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Blank Page <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Blank Page <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 03-FEMAP-155-TableofContents_121114 <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 04-FEMAP-155_ListofFigures_121114 <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Blank Page <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 05-FEMAP-155-ListofTables_121114 <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 06-FEMAP-155-Chapter1_FinalDraft_121014 <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Blank Page <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 07-FEMAP-155-Chapter2_FinalDraft_121014 <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Blank Page <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 08-FEMAP-155-Chapter3_FinalDraft_121114 <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 09-FEMAP-155-Chapter4_FinalDraft_121714 <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Structure Bookmarks Figure 4-1 Examples of collapse and partial collapse. <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Figure 4-4 .Example calculation of demand spectrum by reduction of 5%-damped response spectrum of ground motions. <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | Figure 4-5 .Example fragility curves for Slight, Moderate, Extensive and Complete structural damage. <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | Table 4-1 OSHPD HAZUS Significant Structural Deficiency Matrix <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | Blank Page <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | 10-FEMAP-155-Chapter5_FinalDraft_121714 <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | Structure Bookmarks Table 5-1 Range and Median MCER Spectral Response Acceleration Values in Each Seismicity Region <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | Table 5-2 Seismicity Region for 35 Selected Cities in the United States <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | Table 5-2 Seismicity Region for 35 Selected Cities in the United States (Continued) <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | Table 5-4 Median Spectral Acceleration Values in Each Seismicity Region Adjusted for Soil Type CD <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | Appendix A. Some of the tables include adjusted values for use in calculating Pre-code and Post-Benchmark Score Modifiers and Plan and Vertical Irregularity Score Modifiers. A discussion of how these values were adjusted for calculating Score Modifiers is provided in Section 5.2. <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | Figure 5-1 shows the building capacity curve of a one-story S2 in the High seismicity region. <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | Table 5-5 5%-Damped Response Spectrum for Soil Type CD in High Seismicity Region Figure 5-2 5%-Damped demand spectrum for high seismicity region. <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | eff-Damped locus demand spectrum for one-story S2 in High seismicity region. <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Figure 5-4. Fragility curve for one-story S2 in the High seismicity region. Note that the probability of complete damage at the mean spectral displacement of 7.6 inches is 50%. <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | Table 5-6 Median MCER Response Values in Each Seismicity Region Adjusted for Soil Type B and E <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Table 5-7 Performance Level Considered for Various Irregularities <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | Table 5-8 Basis of Second Edition Post-Benchmark Score Modifiers <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | Table 5-9 Basis of Third Edition Post-Benchmark Score Modifiers <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | Table 5-10 Third Edition Basic Scores and Score Modifiers <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | Table 5-10 Third Edition Basic Scores and Score Modifiers (Continued) <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | Table 5-10 Third Edition Basic Scores and Score Modifiers (continued) <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | Table 5-11 Basis of Level 2 Vertical Irregularity Score Modifiers <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | Table 5-11 Basis of Level 2 Vertical Irregularity Score Modifiers (Continued) <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | Table 5-12 Level 2 Vertical Irregularity Score Modifiers (continued) <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | Table 5-13 Basis of Level 2 Plan Irregularity Score Modifiers <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | Table 5-15 Basis of Other Level 2 Modifiers <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | Table 5-16 Other Level 2 Score Modifiers <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | Figure 5-5 Comparison of Second Edition and Third Edition Basic Scores on Soil Type B. Figure 5-6 Comparison of Second Edition and Third Edition Basic Scores on Soil Type CD. <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | Figure 5-7 .Comparison of Second Edition and Third Edition Scores with a Severe Vertical Irregularity on Soil Type CD. <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | Table 5-19 Second Edition and Third Edition Basic Scores (using Soil Type B) and Minimum Scores in Low Seismicity <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | 11-FEMAP-155-Chapter6_FinalDraft__121114 <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | Blank Page <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | 12-FEMAP-155-Chapter7_FinalDraft_121114 <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | 13-FEMAP-155-Chapter8_FinalDraft_121114 <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | Blank Page <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | 15-FEMAP-155-Chapter10_FinalDraft_121714 <\/td>\n<\/tr>\n | ||||||
183<\/td>\n | 16-FEMAP-155-Appendix A_FinalDraft__121714 <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | 17-FEMAP-155-References_FinalDraft_121114 <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | Blank Page <\/td>\n<\/tr>\n | ||||||
204<\/td>\n | Blank Page <\/td>\n<\/tr>\n | ||||||
205<\/td>\n | Blank Page <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | 19-FEMAP-155 Back Cover <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" FEMA P-155 – Rapid Visual Screening of Buildings for Potential Seismic hazards: Supporting Documentation, Third Edition<\/b><\/p>\n |