{"id":425362,"date":"2024-10-20T06:56:26","date_gmt":"2024-10-20T06:56:26","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-23-30420649-dc-2023\/"},"modified":"2024-10-26T13:05:01","modified_gmt":"2024-10-26T13:05:01","slug":"bsi-23-30420649-dc-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-23-30420649-dc-2023\/","title":{"rendered":"BSI 23\/30420649 DC 2023"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 4 General seismic design concept 5 Determining the design basis earthquake 5.1 General requirements 5.2 Deterministic determination of the design basis earthquake <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.3 Probabilistic determination of the design basis earthquake 5.4 Specification of the design basis earthquake <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 5.5 Seismic-engineering parameters of the design basis earthquake <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 6 General design requirements 6.1 Design basis 6.1.1 Classification 6.1.2 Verification of design basis earthquake safety <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 6.2 Combinations of seismic action with other actions 6.3 Verification procedures 6.3.1 General requirements <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 6.3.2 Modeling 6.3.3 Acceleration time histories <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 6.3.4 Analysis methods 7 Seismic instrumentation and inspection level 8 Post seismic measures <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 9 Secondary seismic effects and ground displacements 10 Considerations for beyond design basis events <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Annex\u20acA (informative) Recommendations with Comments <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS ISO 4917-1. Design of Nuclear Power Plants against Seismic Events – Part 1. Principles<\/b><\/p>\n |