{"id":425363,"date":"2024-10-20T06:56:27","date_gmt":"2024-10-20T06:56:27","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-23-30420655-dc-2023\/"},"modified":"2024-10-26T13:05:02","modified_gmt":"2024-10-26T13:05:02","slug":"bsi-23-30420655-dc-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-23-30420655-dc-2023\/","title":{"rendered":"BSI 23\/30420655 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 Seismic event 5 Structure analysis 5.1 Basic requirements 5.2 Modeling 5.2.1 General <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 5.2.2 Material characteristics (parameters) 5.2.3 Effective stiffness 5.2.4 Contributing masses 5.2.5 Damping <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 5.2.6 Hydrodynamic effects 5.3 Analysis methods 5.3.1 General requirements 5.3.2 Response spectrum method <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5.3.3 Time history method <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 5.3.4 Frequency domain method <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.3.5 Simplified methods 5.4 Soil-Structure Interaction <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 5.5 Building response spectra 5.5.1 General requirements 5.5.2 Determining building response spectra based on acceleration time histories <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 6 Seismic design verification concept 6.1 General requirements 6.2 Combination of actions <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 6.3 Combinations of loads caused by directional components of a seismic event 6.4 Ultimate limit state (ULS) 6.4.1 General requirements <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 6.4.2 Ductility 6.4.3 Equilibrium conditions 6.4.4 Load-bearing capacity (stability) of the foundations 6.5 Serviceability Limit State (SLS) 6.5.1 General requirements 6.5.2 Deformations <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 6.6 Beyond design considerations 7 Structure-Type Dependent Seismic Verifications 7.1 Structural Members of Reinforced and Pre-Stressed Concrete 7.1.1 General requirements 7.1.2 Strength parameters 7.1.3 Verifying the load-bearing capacity (stability) <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 7.2 Steel Structure Parts 7.3 Masonry 7.3.1 General requirements 7.3.2 Verifying the load-bearing capacity (stability) 7.3.3 Constructional design 7.4 Steel Composite Civil Structures 7.5 Anchor Constructions <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 7.6 Buried Pipelines and ducts 7.7 Support Structures <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Annex\u20acA (informative) Recommendations with Comments <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Annex\u20acB (informative) Simplified method for approximating building response spectra <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS ISO 4917-3. Design of Nuclear Power Plants against Seismic Events – Part 3. Civil Structures<\/b><\/p>\n |