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I.S. ENV 1998-3:1996

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

EUROCODE 8 - DESIGN PROVISIONS FOR EARTHQUAKE RESISTANCE OF STRUCTURES - PART 3: TOWERS, MASTS AND CHIMNEYS

Available format(s)

Hardcopy , PDF

Superseded date

08-14-2005

Language(s)

English

Published date

01-01-1996

Preview

For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.

Only cited Standards give presumption of conformance to New Approach Directives/Regulations.

Foreword
1 General
  1.1 Scope
  1.2 Definitions
  1.3 Special terms used in Part 3 of Eurocode 8
  1.4 Definitions
  1.5 S.I. Units
  1.6 Symbols
2 Basic requirement and compliance criteria
  2.1 Scope
  2.2 Compliance criteria
  2.3 Importance factors
  2.4 Non collapse requirement (ultimate limit state)
  2.5 Minimisation of damage (serviceability limit state)
  2.6 Behaviour factor
3 Seismic action
  3.1 Definition of the seismic input
  3.2 Elastic response spectrum
  3.3 Design spectrum
  3.4 Time-history representation
  3.5 Long period components of the motion at a point
  3.6 Spatial variability of the seismic motion
4 Modelling of structures
  4.1 Number of degrees of freedom
  4.2 Masses
  4.3 Stiffnesses
  4.4 Damping
  4.5 Soil-structure interaction
5 Methods of analysis
  5.1 Applicable methods
  5.2 Simplified dynamic analysis
  5.3 Multimodal analysis
  5.4 Combination of different ground motion components
  5.5 Combination of internal actions
  5.6 Combination of the seismic action with other
      actions
  5.7 Displacements
6 Safety verification
  6.1 Ultimate limit state
  6.2 Serviceability limit state
Annexes
Annex A (Informative) Linear dynamic analysis accounting
                       for a rotational seismic motion
Annex B (Informative) Analysis procedure for damping
Annex C (Informative) Soil-structure interaction
Annex D (Informative) Number of degrees of freedom and
                       number of modes of vibration
Annex E (Informative) Special rules of reinforced
                       concrete chimneys
Annex F (Informative) Materials for steel structures
Annex G (Informative) Electric transmission towers

Gives requirements, criteria, and rules for the earthquake resistant design of tall slender structures: towers, including bell-towers and intake towers, masts, industrial chimneys and lighthouses.

DocumentType
Standard
Pages
38
PublisherName
National Standards Authority of Ireland
Status
Superseded
SupersededBy

Standards Relationship
ENV 1998-3 : 1996 Identical

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US$76.74
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