1 Scope
1.1 Scope of CEN/TS 17440
NOTE 1 The assessment of an existing structure is, in many aspects, different from the design of a new structure, see Introduction.
NOTE 2 There can be some aspects of EN 1990 that are required for design but are not applicable for assessment. The definition of those aspects of EN 1990 that are not applicable can be included in the definition of the assessment objectives and the approach to the assessment, see Clause 5.
NOTE 3 This document is based on the general requirements and principles of structural reliability provided in Eurocodes EN 1990 and EN 1991.
NOTE Supplementary provisions for seismic actions due to earthquake are provided in EN 1998.
NOTE The specific models used to assess resistance are not provided in this document and will depend on the materials and structure types.
NOTE For the design of new elements, see EN 1990.