{"id":453509,"date":"2024-10-20T09:30:38","date_gmt":"2024-10-20T09:30:38","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-4917-42024\/"},"modified":"2024-10-26T17:38:32","modified_gmt":"2024-10-26T17:38:32","slug":"bs-iso-4917-42024","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-4917-42024\/","title":{"rendered":"BS ISO 4917-4:2024"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
2<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4 General requirements 4.1 Basics <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.2 Verification procedure <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 4.3 Verification methods <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5 Verification by analysis 5.1 Summary 5.2 Excitation at the location of installation 5.2.1 Basics 5.2.2 Secondary responses <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 5.2.3 Tertiary responses 5.2.4 Design spectra <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.3 Modeling 5.3.1 System characteristics <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 5.3.2 De-coupling of structures <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 5.3.3 Fluids <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 5.4 Analysis of mechanical behaviour and load determination 5.4.1 Analysis methods 5.4.2 Response spectrum method <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 5.4.3 Time history method 5.4.4 Quasi-static method <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 5.4.5 Non-linear time history analysis <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 5.4.6 Relative displacement 5.5 Verification of the limit conditions <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 6 Verification by testing 6.1 Verification objective 6.2 Requirements regarding the test object <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 6.3 Requirements regarding excitation 6.3.1 Basics 6.3.2 Comparison of actions 6.3.3 Excitation axes <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 6.3.4 Transverse motions 6.3.5 Single-frequency test excitations 6.3.6 Test excitation methods <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 6.4 System characteristics and parameters 6.4.1 Static parameters 6.4.2 Dynamic parameters <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 6.5 Analysis of mechanical behaviour and determination of stress 6.5.1 Methods 6.5.2 Base excitation 6.5.3 General requirements <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 6.5.4 Single-frequency excitation in case of unknown eigenfrequencies of the test object <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 6.5.5 Single-frequency excitation in case of known eigenfrequencies of the test object <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 6.5.6 Multiple-frequency excitation 6.5.7 Simultaneity of excitation directions <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 6.5.8 Centre-of-gravity excitation 6.6 Verification of limit conditions <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 6.7 Combination of several verification steps 6.8 Documentation <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 7 Verification by analogy 8 Verification by plausibility considerations <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Annex A (informative) Recommendations with comments <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Design of nuclear power plants against seismic events – Components<\/b><\/p>\n |