{"id":425364,"date":"2024-10-20T06:56:27","date_gmt":"2024-10-20T06:56:27","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-23-30420652-dc-2023\/"},"modified":"2024-10-26T13:05:03","modified_gmt":"2024-10-26T13:05:03","slug":"bsi-23-30420652-dc-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-23-30420652-dc-2023\/","title":{"rendered":"BSI 23\/30420652 DC 2023"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\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 <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 5.2.2 Secondary responses 5.2.3 Tertiary responses 5.2.4 Design spectra <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.2.5 Non-linear spectra of seismic category 2 components 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 behavior and load determination 5.4.1 Analysis methods <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 5.4.2 Response spectrum method <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 5.4.3 Time history method <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 5.4.4 Quasi-static method <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 5.4.5 Non-linear time history analysis 5.4.6 Quasi-non-linear design of seismic category 2 components <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 5.4.7 Relative displacement 5.5 Verification of the limit conditions <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 6 Verification by testing 6.1 Verification objective 6.2 Requirements regarding the test object <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 6.3 Requirements regarding excitation 6.3.1 Basics 6.3.2 Comparison of actions <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 6.3.3 Excitation axes 6.3.4 Transverse motions 6.3.5 Single-frequency test excitations 6.3.6 Test excitation methods <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 6.4 System characteristics and parameters 6.4.1 Static parameters 6.4.2 Dynamic parameters <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 6.5 Analysis of mechanical behavior and determination of stress 6.5.1 Methods 6.5.2 Base excitation <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 6.5.3 Center-of-gravity excitation 6.6 Verification of limit conditions <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 6.7 Combination of several verification steps 6.8 Documentation <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 7 Verification by analogy 8 Verification by plausibility considerations <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Annex\u20acA (informative) Recommendations with Comments <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS ISO 4917-4. Design of Nuclear Power Plants against Seismic Events – Part 4. Components<\/b><\/p>\n |