I.S. ENV 1998-1-3:1995

FOREWORD
1 GENERAL
  1.1 Scope
  1.2 Symbols and definitions
       1.2.1 General
       1.2.1 Further symbols used in Part 1-3
2 SPECIFIC RULES FOR CONCRETE BUILDINGS
  2.1 General
       2.1.1 Scope
       2.1.2 Definitions
       2.1.3 Design concepts
  2.2 Materials
       2.2.1 Concrete
       2.2.2 Reinforcing steel
  2.3 Structural types and behaviour factors
       2.3.1 Structural types
       2.3.2 Behaviour factors
  2.4 Design criteria
       2.4.1 General
       2.4.2 Local resistance criterion
       2.4.3 Capacity design criterion
       2.4.4 Local ductility criterion
       2.4.5 Structural redundancy
       2.4.6 Secondary resistances
       2.4.7 Specific additional measures
  2.5 Safety verifications
  2.6 Provisions for anchorages and splices
       2.6.1 General
       2.6.2 Anchorage of reinforcement
       2.6.3 Splicing of bars
  2.7 Provisions for beams
       2.7.1 General
       2.7.2 Special provisions for beams of DC"H"
       2.7.3 Special provisions for beams of DC"M"
       2.7.4 Special provisions for beams of DC"L"
       2.7.5 Specific rules for beams supporting cut-off
              vertical elements
  2.8 Provisions for columns
       2.8.1 General
       2.8.2 Special provisions for columns of DC"H"
       2.8.3 Special provisions for columns of DC"M"
       2.8.4 Special provisions for columns of DC"L"
  2.9 Additional design measures for masonry infilled
       frames
       2.9.1 General
       2.9.2 Requirements and criteria
       2.9.3 Irregularities due to masonry infills
       2.9.4 Design seismic action effects
       2.9.5 Local effects due to infills
       2.9.6 Damage limitation of infills
  2.10 Provisions for beam-column Joints
       2.10.1 General
       2.10.2 Special provisions for Joints of DC"H"
       2.10.3 Special provisions for Joints of DC"M"
       2.10.4 Special provisions for Joints of DC"L"
  2.11 Provisions for structural walls
       2.11.1 General
       2.11.2 Special provisions for Walls of DC"H"
              and DC"M"
       2.11.3 Special provisions for Walls of DC"L"
  2.12 Provisions for diaphragms
3 SPECIFIC RULES FOR STEEL BUILDINGS
  3.1 General
       3.1.1 Scope
       3.1.2 Definitions
       3.1.3 Design concepts
  3.2 Materials
  3.3 Structural types and behaviour factors
       3.3.1 Structural types
       3.3.2 Behaviour factors
  3.4 Structural analysis
  3.5 Design criteria and detailing rules for dissipative
       structural behaviour
       3.5.1 General
       3.5.2 Design criteria
       3.5.3 Detailing rules for structural elements
       3.5.4 Detailing rules for moment resisting frames
       3.5.5 Detailing rules for concentric braced frames
       3.5.6 Detailing rules for eccentric braced frames
       3.5.7 Detailing rules for cantilever structures or
              inverted pendulum structures
       3.5.8 Detailing rules for structures with concrete
              cores or concrete walls
       3.5.9 Detailing rules for dual structures
       3.5.10 Detailing rules for mixed structures
  3.6 Safety verifications
  3.7 Control of design and construction
4 SPECIFIC RULES FOR TIMBER BUILDINGS
  4.1 General
       4.1.1 Scope
       4.1.2 Definitions
       4.1.2 Design concepts
  4.2 Materials and properties of dissipative zones
  4.3 Structural types and behaviour factors
  4.4 Structural analysis
  4.5 Detailing rules
       4.5.1 General
       4.5.2 Detailing rules for connections
       4.5.3 Detailing rules for horizontal diaphragms
  4.6 Safety verifications
  4.7 Control of design and construction
5 SPECIFIC RULES FOR MASONRY BUILDINGS
  5.1 Scope
  5.2 Materials and bonding pattern
       5.2.1 Types of masonry units
       5.2.2 Minimum strength of masonry units
       5.2.3 Mortar
       5.2.4 Masonry bond
  5.3 Types of construction and behaviour factors
  5.4 Structural analysis
  5.5 Design criteria and construction rules
       5.5.1 General
       5.5.2 Additional requirements for unreinforced
              masonry
       5.5.3 Additional requirements for confined masonry
       5.5.4 Additional requirements for reinforced masonry
       5.5.5 Reinforced masonry systems
  5.6 Safety verification
  5.7 Rules for "simple masonry buildings"
       5.7.1 General
       5.7.2 Rules
ANNEXES
A FLOWCHARTS FOR THE APPLICATION OF SECTION 2
B SEISMIC DESIGN OF PRECAST CONCRETE BUILDINGS
C PRELIMINARY DIMENSIONING OF BOUNDARY ELEMENTS
  OF RC-WALL
D SPECIFIC RULES FOR STEEL-CONCRETE COMPOSITE BUILDINGS