BS EN 1998-2 : 2005
Current
The latest, up-to-date edition.
EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 2: BRIDGES
Hardcopy , PDF
English
01-01-2005
FOREWORD
1 INTRODUCTION
2 BASIC REQUIREMENTS AND COMPLIANCE CRITERIA
3 SEISMIC ACTION
4 ANALYSIS
5 STRENGTH VERIFICATION
6 DETAILING
7 BRIDGES WITH SEISMIC ISOLATION
ANNEX A (INFORMATIVE) - PROBABILITIES RELATED TO THE
REFREFERENCE REFERENCE SEISMIC ACTION GUIDANCE
FOR THE SELECTION OF DESIGN SEISMIC ACTION
DURING THE CONSTRUCTION PHASE
ANNEX B (INFORMATIVE) - RELATIONSHIP BETWEEN DISPLACEMENT
DUCTILITY AND CURVATURE DUCTILITY FACTORS OF PLASTIC
HINGES IN CONCRETE PIERS
ANNEX C (INFORMATIVE) - ESTIMATION OF THE EFFECTIVE STIFFNESS OF
REINFORCED CONCRETE DUCTILE MEMBERS
ANNEX D (INFORMATIVE) - SPATIAL VARIABILITY OF EARTHQUAKE
GROUND MOTION: MODEL AND METHODS OF ANALYSIS
ANNEX E (INFORMATIVE) - PROBABLE MATERIAL PROPERTIES AND PLASTIC
HINGE DEFORMATION CAPACITIES FOR NON-LINEAR ANALYSES
ANNEX F (INFORMATIVE) - ADDED MASS OF ENTRAINED WATER FOR
IMMERSED PIERS
ANNEX G (NORMATIVE) - CALCULATION OF CAPACITY DESIGN EFFECTS
ANNEX H (INFORMATIVE) - STATIC NON-LINEAR ANALYSIS (PUSHOVER)
ANNEX J (NORMATIVE) - VARIATION OF DESIGN PROPERTIES OF
SEISMIC ISOLATOR UNITS
ANNEX JJ (INFORMATIVE) - LAMBDA-FACTORS FOR COMMON ISOLATOR
TYPES
ANNEX K (INFORMATIVE) - TESTS FOR VALIDATION OF DESIGN
PROPERTIES OF SEISMIC ISOLATOR UNITS
Describes the particular Performance Requirements, Compliance Criteria and Application Rules applicable to the design of earthquake resistant bridges.
Committee |
B/525/8
|
DevelopmentNote |
Supersedes DD ENV 1998-2. (12/2005) National Annex of this document is also available. See BS EN 1998-2 NA. (06/2009) Also available as part of BS KIT 212. (08/2010) 2005 Edition Re-issued in December 2011 & incorporates AMD 2 2011. Supersedes 10/30233286 DC. (12/2011)
|
DocumentType |
Standard
|
Pages |
154
|
PublisherName |
British Standards Institution
|
Status |
Current
|
Supersedes |
Standards | Relationship |
NEN EN 1998-2 : 2006 AMD 2 2011 | Identical |
UNI EN 1998-2 : 2011 | Identical |
NS EN 1998-2 : 2005 + NA 2014 | Identical |
SN EN 1998-2 : 2005 AMD 2 2011 | Identical |
NF EN 1998-2 : 2006 AMD 2 2012 | Identical |
I.S. EN 1998-2:2006 | Identical |
NBN EN 1998-2 : 2006 AMD 2 2011 | Identical |
DIN EN 1998-2:2011-12 | Identical |
BS 6349-1-2(2016) : 2016 | MARITIME WORKS - PART 1-2: GENERAL - CODE OF PRACTICE FOR ASSESSMENT OF ACTIONS |
08/30129892 DC : DRAFT JUNE 2008 | NA TO BS EN 1998-2 - UK NATIONAL ANNEX TO EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 2: BRIDGES |
BS EN 1993-1-1 NA : 2005 | UK NATIONAL ANNEX TO EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
PD 6698:2009 | Recommendations for the design of structures for earthquake resistance to BS EN 1998 |
EN 1337-2:2004 | Structural bearings - Part 2: Sliding elements |
EN 1337-3:2005 | Structural bearings - Part 3: Elastomeric bearings |
PREN 15129 : DRAFT 2017 | ANTI-SEISMIC DEVICES |
EN 1998-5:2004 | Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects |
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