I.S. ENV 1993-1-7:2000

1 General
  1.1 Scope
  1.2 Distinction between principles and application rules
  1.3 Normative references
  1.4 Definitions
      1.4.1 Stress components
      1.4.2 Structural forms
      1.4.3 Terminology
      1.4.4 Actions
  1.5 SI Units
  1.6 Symbols
2 Basis of design
  2.1 General
  2.2 Ultimate limit state
      2.2.1 General
      2.2.2 Plastic limit state
      2.2.3 Cyclic plasticity
      2.2.4 Buckling
      2.2.5 Fatigue
  2.3 Serviceability limit state
      2.3.1 General
      2.3.2 Out of plane deflection
      2.3.3 Excessive vibrations (Resonance)
  2.4 Material properties
  2.5 Actions
  2.6 Design assisted by testing
3 Modelling for structural analysis
  3.1 General
  3.2 Calculation of internal stresses or stress resultants
      3.2.1 General
      3.2.2 Plate boundary conditions
      3.2.3 Design models for plated structures
4 Serviceability limit states
  4.1 General
  4.2 Requirements
      4.2.1 Limitation of the out of plane deflection w
      4.2.2 Excessive vibrations
5 Ultimate limit state
  5.1 General
  5.2 Plastic limit state
      5.2.1 General
      5.2.2 Supplementary rules for the design by global
            analysis
      5.2.3 Supplementary rules for the design by simplified
            design models
  5.3 Cyclic plasticity
      5.3.1 General
      5.3.2 Supplementary rules for the design by global
            analysis
  5.4 Buckling
      5.4.1 General
      5.4.2 Supplementary rules for the design by global
            analysis
      5.4.3 Supplementary rules for the design by simplified
            design models
  5.5 Fatigue
      5.5.1 General
Annex A (informative) Types of analysis for the design
        of plated structures
  A.1 General
  A.2 Linear elastic plate analysis (LA)
  A.3 Geometrically nonlinear analysis (GNA)
  A.4 Materially nonlinear analysis (MNA)
  A.5 Geometrically and materially nonlinear analysis (GMNA)
  A.6 Geometrically nonlinear analysis elastic with
      imperfection included (GNIA)
  A.7 Geometrically and materially nonlinear analysis with
      imperfections included (GMNIA)
Annex B (informative) Design formulae for unstiffened
        rectangular plates (Small deflection theory)
  B.1 General
  B.2 Definitions
  B.3 Uniformly distributed loading
      B.3.1 Out of plane deflection
      B.3.2 Internal stresses
      B.3.3 Coefficients k for uniformly distributed loadings
  B.4 Central patch loading
      B.4.1 Out of plane deflection
      B.4.2 Internal stresses
      B.4.3 Coefficients k for patch loading
Annex C (informative) Design formulae for unstiffened
        rectangular plates (Large deflection theory)
  C.1 General
  C.2 Definitions
  C.3 Uniformly distributed loading
      C.3.1 Out of plane deflection
      C.3.2 Internal stresses
      C.3.3 Coefficients k for uniformly distributed loadings
  C.4 Central patch loading
      C.4.1 Out of plane deflection
      C.4.2 Internal stresses
      C.4.3 Coefficients k for patch loading

Gives principles and application rules for the structural design of unstiffened and stiffened plates which are loaded by out of plane actions.