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BSI 23/30420655 DC 2023

BSI 23/30420655 DC 2023

$13.70

BS ISO 4917-3. Design of Nuclear Power Plants against Seismic Events – Part 3. Civil Structures

Published By Publication Date Number of Pages
BSI 2023 30
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PDF Catalog

PDF Pages PDF Title
7 Foreword
8 Introduction
9 1 Scope
2 Normative references
3 Terms and definitions
11 4 Seismic event
5 Structure analysis
5.1 Basic requirements
5.2 Modeling
5.2.1 General
12 5.2.2 Material characteristics (parameters)
5.2.3 Effective stiffness
5.2.4 Contributing masses
5.2.5 Damping
13 5.2.6 Hydrodynamic effects
5.3 Analysis methods
5.3.1 General requirements
5.3.2 Response spectrum method
14 5.3.3 Time history method
15 5.3.4 Frequency domain method
16 5.3.5 Simplified methods
5.4 Soil-Structure Interaction
17 5.5 Building response spectra
5.5.1 General requirements
5.5.2 Determining building response spectra based on acceleration time histories
18 6 Seismic design verification concept
6.1 General requirements
6.2 Combination of actions
19 6.3 Combinations of loads caused by directional components of a seismic event
6.4 Ultimate limit state (ULS)
6.4.1 General requirements
20 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
21 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)
22 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
23 7.6 Buried Pipelines and ducts
7.7 Support Structures
24 Annex€A (informative) Recommendations with Comments
28 Annex€B (informative) Simplified method for approximating building response spectra
30 Bibliography

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BSI 23/30420655 DC 2023
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