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DIN EN 1998-3:2010-12

Current

Current

The latest, up-to-date edition.

Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings (includes Corrigendum AC:2010)

Available format(s)

Hardcopy , PDF

Published date

01-12-2010

€204.86
Excluding VAT

FOREWORD
1 GENERAL
  1.1 SCOPE
  1.2 NORMATIVE REFERENCES
      1.2.1 General reference standards
  1.3 ASSUMPTIONS
  1.4 DISTINCTION BETWEEN PRINCIPLES AND APPLICATION
      RULES
  1.5 DEFINITIONS
  1.6 SYMBOLS
      1.6.1 General
      1.6.2 Symbols used in Annex A
      1.6.3 Symbols used in Annex B
  1.7 S.I. UNITS
2 PERFORMANCE REQUIREMENTS AND COMPLIANCE CRITERIA
  2.1 FUNDAMENTAL REQUIREMENTS
  2.2 COMPLIANCE CRITERIA
      2.2.1 General
      2.2.2 Limit State of Near Collapse (NC)
      2.2.3 Limit State of Significant Damage (SD)
      2.2.4 Limit State of Damage Limitation (DL)
3 INFORMATION FOR STRUCTURAL ASSESSMENT
  3.1 GENERAL INFORMATION AND HISTORY
  3.2 REQUIRED INPUT DATA
  3.3 KNOWLEDGE LEVELS
      3.3.1 Definition of knowledge levels
      3.3.2 KL1: Limited knowledge
      3.3.3 KL2: Normal knowledge
      3.3.4 KL3: Full knowledge
  3.4 IDENTIFICATION OF THE KNOWLEDGE LEVEL
      3.4.1 Geometry
      3.4.2 Details
      3.4.3 Materials
      3.4.4 Definition of the levels of inspection
            and testing
  3.5 CONFIDENCE FACTORS
4 ASSESSMENT
  4.1 GENERAL
  4.2 SEISMIC ACTION AND SEISMIC LOAD COMBINATION
  4.3 STRUCTURAL MODELLING
  4.4 METHODS OF ANALYSIS
      4.4.1 General
      4.4.2 Lateral force analysis
      4.4.3 Multi-modal response spectrum analysis
      4.4.4 Nonlinear static analysis
      4.4.5 Non-linear time-history analysis
      4.4.6 q-factor approach
      4.4.7 Combination of the components of the seismic
            action
      4.4.8 Additional measures for masonry infilled
            structures
      4.4.9 Combination coefficients for variable actions
      4.4.10 Importance classes and importance factors
  4.5 SAFETY VERIFICATIONS
      4.5.1 Linear methods of analysis (lateral force or
            modal response spectrum analysis)
      4.5.2 Nonlinear methods of analysis (static or
            dynamic)
      4.5.3 q-factor approach
  4.6 SUMMARY OF CRITERIA FOR ANALYSIS AND SAFETY
      VERIFICATIONS
5 DECISIONS FOR STRUCTURAL INTERVENTION
  5.1 CRITERIA FOR A STRUCTURAL INTERVENTION
      5.1.1 Introduction
      5.1.2 Technical criteria
      5.1.3 Type of intervention
      5.1.4 Non-structural elements
      5.1.5 Justification of the selected intervention
            type
6 DESIGN OF STRUCTURAL INTERVENTION
  6.1 RETROFIT DESIGN PROCEDURE
ANNEX A (INFORMATIVE) REINFORCED CONCRETE STRUCTURES
ANNEX B (INFORMATIVE) STEEL AND COMPOSITE STRUCTURES
ANNEX C (INFORMATIVE) MASONRY BUILDINGS

DevelopmentNote
Supersedes DIN V ENV 1998-1-4. (04/2006)
DocumentType
Standard
Pages
91
ProductNote
NEW CHILD COR 1 2013 IS NOW ADDED
PublisherName
German Institute for Standardisation (Deutsches Institut für Normung)
Status
Current
Supersedes

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