NEN EN 1998-1 : 2005 AMD 1 2013

FOREWORD
1 GENERAL
   1.1 SCOPE
   1.2 NORMATIVE REFERENCES
   1.3 ASSUMPTIONS
   1.4 DISTINCTION BETWEEN PRINCIPLES AND APPLICATION RULES
   1.5 TERMS AND DEFINITIONS
   1.6 SYMBOLS
   1.7 S.I. UNITS
2 PERFORMANCE REQUIREMENTS AND COMPLIANCE CRITERIA
   2.1 FUNDAMENTAL REQUIREMENTS
   2.2 COMPLIANCE CRITERIA
3 GROUND CONDITIONS AND SEISMIC ACTION
   3.1 GROUND CONDITIONS
   3.2 SEISMIC ACTION
4 DESIGN OF BUILDINGS
   4.1 GENERAL
   4.2 CHARACTERISTICS OF EARTHQUAKE RESISTANT BUILDINGS
   4.3 STRUCTURAL ANALYSIS
   4.4 SAFETY VERIFICATIONS
5 SPECIFIC RULES FOR CONCRETE BUILDINGS
   5.1 GENERAL
   5.2 DESIGN CONCEPTS
   5.3 DESIGN TO EN 1992-1-1
   5.4 DESIGN FOR DCM
   5.5 DESIGN FOR DCH
   5.6 PROVISIONS FOR ANCHORAGES AND SPLICES
   5.7 DESIGN AND DETAILING OF SECONDARY SEISMIC ELEMENTS
   5.8 CONCRETE FOUNDATION ELEMENTS
   5.9 LOCAL EFFECTS DUE TO MASONRY OR CONCRETE INFILLS
   5.10 PROVISIONS FOR CONCRETE DIAPHRAGMS
   5.11 PRECAST CONCRETE STRUCTURES
6 SPECIFIC RULES FOR STEEL BUILDINGS
   6.1 GENERAL
   6.2 MATERIALS
   6.3 STRUCTURAL TYPES AND BEHAVIOR FACTORS
   6.4 STRUCTURAL ANALYSIS
   6.5 DESIGN CRITERIA AND DETAILING RULES FOR DISSIPATIVE
         STRUCTURAL BEHAVIOUR COMMON TO ALL STRUCTURAL TYPES
   6.6 DESIGN AND DETAILING RULES FOR MOMENT RESISTING FRAMES
   6.7 DESIGN AND DETAILING RULES FOR FRAMES WITH CONCENTRIC
         BRACINGS
   6.8 DESIGN AND DETAILING RULES FOR FRAMES WITH ECCENTRIC
         BRACINGS
   6.9 DESIGN RULES FOR INVERTED PENDULUM STRUCTURES
   6.10 DESIGN RULES FOR STEEL STRUCTURES WITH CONCRETE CORES
         OR CONCRETE WALLS AND FOR MOMENT RESISTING FRAMES
         COMBINED WITH CONCENTRIC BRACINGS OR INFILLS
   6.11 CONTROL OF DESIGN AND CONSTRUCTION
7 SPECIFIC RULES FOR COMPOSITE STEEL - CONCRETE BUILDINGS
   7.1 GENERAL
   7.2 MATERIALS
   7.3 STRUCTURAL TYPES AND BEHAVIOUR FACTORS
   7.4 STRUCTURAL ANALYSIS
   7.5 DESIGN CRITERIA AND DETAILING RULES FOR DISSIPATIVE
         STRUCTURAL BEHAVIOUR COMMON TO ALL STRUCTURAL TYPES
   7.6 RULES FOR MEMBERS
   7.7 DESIGN AND DETAILING RULES FOR MOMENT FRAMES
   7.8 DESIGN AND DETAILING RULES FOR COMPOSITE CONCENTRICALLY
         BRACED FRAMES
   7.9 DESIGN AND DETAILING RULES FOR COMPOSITE ECCENTRICALLY
         BRACED FRAMES
   7.10 DESIGN AND DETAILING RULES FOR STRUCTURAL SYSTEMS
         MADE OF REINFORCED CONCRETE SHEAR WALLS COMPOSITE
         WITH STRUCTURAL STEEL ELEMENTS
   7.11 DESIGN AND DETAILING RULES FOR COMPOSITE STEEL PLATE
         SHEAR WALLS
   7.12 CONTROL OF DESIGN AND CONSTRUCTION
8 SPECIFIC RULES FOR TIMBER BUILDINGS
   8.1 GENERAL
   8.2 MATERIALS AND PROPERTIES OF DISSIPATIVE ZONES
   8.3 DUCTILITY CLASSES AND BEHAVIOUR FACTORS
   8.4 STRUCTURAL ANALYSIS
   8.5 DETAILING RULES
   8.6 SAFETY VERIFICATIONS
   8.7 CONTROL OF DESIGN AND CONSTRUCTION
9 SPECIFIC RULES FOR MASONRY BUILDINGS
   9.1 SCOPE
   9.2 MATERIALS AND BONDING PATTERNS
   9.3 TYPES OF CONSTRUCTION AND BEHAVIOUR FACTORS
   9.4 STRUCTURAL ANALYSIS
   9.5 DESIGN CRITERIA AND CONSTRUCTION RULES
   9.6 SAFETY VERIFICATION
   9.7 RULES FOR "SIMPLE MASONRY BUILDINGS"
10 BASE ISOLATION
   10.1 SCOPE
   10.2 DEFINITIONS
   10.3 FUNDAMENTAL REQUIREMENTS
   10.4 COMPLIANCE CRITERIA
   10.5 GENERAL DESIGN PROVISIONS
   10.6 SEISMIC ACTION
   10.7 BEHAVIOUR FACTOR
   10.8 PROPERTIES OF THE ISOLATION SYSTEM
   10.9 STRUCTURAL ANALYSIS
   10.10 SAFETY VERIFICATIONS AT ULTIMATE LIMIT STATE
ANNEX A (INFORMATIVE) ELASTIC DISPLACEMENT RESPONSE SPECTRUM
ANNEX B (INFORMATIVE) DETERMINATION OF THE TARGET DISPLACEMENT
                      FOR NONLINEAR STATIC (PUSHOVER) ANALYSIS
ANNEX C (NORMATIVE) DESIGN OF THE SLAB OF STEEL-CONCRETE
                      COMPOSITE BEAMS AT BEAM-COLUMN JOINTS
                      IN MOMENT RESISTING FRAMES