DD ENV 1998-4:1999
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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Eurocode 8: Design provisions for earthquake resistance of structures Silos, tanks and pipelines
Hardcopy , PDF
29-09-2006
English
15-05-1999
Foreword
1. General
1.1 Safety Requirements
1.2.1 General
1.2.2 Serviceability limit state
1.2.3 Ultimate limit state
1.2.4 Reliability differentiation
1.2.5 System versus element reliability
1.2.6 Conceptual design
1.3 Seismic action
1.4 Analysis
1.4.4 General
1.4.2 Behaviour factors
1.4.3 Damping
1.4.4 Interaction with the soil
1.5 Safety verifications
1.5.1 General
1.5.2 Combinations of seismic action with other actions
2. Specific rules for silos
2.1 Reliability differentiation
2.2 Combination of ground motion components
2.3 Analysis
2.4 Verifications
2.4.1 Serviceability limit state
2.4.2 Ultimate limit state
3. Specific rules for tanks
3.1 Reliability differentiation
3.2 Compliance criteria
3.2.1 General
3.2.2 Serviceability limit state
3.2.3 Ultimate limit state
3.3 Combination of ground motion components
3.4 Methods of analysis
3.4.1 General
3.4.2 Behaviour factors
3.4.3 Hydrodynamic effects
3.5 Verifications
3.5.1 Serviceability limit state
3.5.2 Ultimate limit state
3.6 Complementary measures
3.6.1 Bunding
3.6.2 Sloshing
3.6.3 Piping interaction
4. Specific rules for pipelines
4.1 General
4.2 Requirements
4.2.1 Reliability differentiation
4.2.2 Serviceability requirements
4.2.3 Safety requirements
4.3 Seismic action
4.3.1 General
4.3.2 Earthquake vibrations
4.3.3 Modelling of seismic waves
4.3.4 Permanent soil movements
4.4 Methods of analysis
4.4.1 Buried pipelines
4.4.2 Above ground pipelines
4.5 Verifications
4.5.1 General
4.6 Design measures for fault crossings
Annexes
Annex A (Informative) Seismic analysis procedures for tanks
Annex B (Informative) Underground pipelines
The goal of this prestandard is to give principles and application rules for the seismic design of the structural aspects of integrated facilities which are composed of pipeline systems and of storage tanks of different types and destinations, as well as independent items, e.g. single water towers that serve a specific purpose or groups of silos enclosing granular materials, etc. This may also be used as a basis for evaluating the amount of strengthening needed by existing facilities to bring them up to present standards.
Committee |
B/525/8
|
DocumentType |
Standard
|
Pages |
68
|
PublisherName |
British Standards Institution
|
RevisionOf | |
Status |
Superseded
|
SupersededBy |
Standards | Relationship |
ENV 1998-4 : 1998 | Identical |
DD ENV 1998-1.1 : DRAFT MAY 1996 | EUROCODE 8: DESIGN PROVISIONS FOR EARTHQUAKE RESISTANCE OF STRUCTURES. GENERAL RULES. SEISMIC ACTIONS AND GENERAL REQUIREMENTS FOR STRUCTURES |
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