NF ISO 11031

NF ISO 11031

October 2016
Standard Current

Cranes - Principles for seismically resistant design

ISO 11031:2016 establishes general methods for calculating seismic loads to be used as defined in the ISO 8686 series and for proof of competence as defined in ISO 20332, for the structure and mechanical components of cranes as defined in ISO 4306. ISO 11031:2016 evaluates dynamic response behaviour of a crane subjected to seismic excitation as a function of the dynamic characteristics of the crane and of its supporting structure. The evaluation takes into account dynamic effects both of regional seismic conditions and of the local conditions on the surface of the ground at the crane location. The operational conditions of the crane and the risks resulting from seismic damage to the crane are also taken into account. It is restricted to the serviceability limit state (SLS), maintaining stresses within the elastic range in accordance with ISO 20332. It does not extend to proofs of competence which include plastic deformations. When these are permitted by agreement between crane supplier and customer, other standards or relevant literature taking them into account can be used.

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Main informations

Collections

National standards and national normative documents

Publication date

October 2016

Number of pages

46 p.

Reference

NF ISO 11031

ICS Codes

53.020.20   Cranes

Classification index

E52-014

Print number

1

International kinship

Sumary
Cranes - Principles for seismically resistant design

ISO 11031:2016 establishes general methods for calculating seismic loads to be used as defined in the ISO 8686 series and for proof of competence as defined in ISO 20332, for the structure and mechanical components of cranes as defined in ISO 4306.

ISO 11031:2016 evaluates dynamic response behaviour of a crane subjected to seismic excitation as a function of the dynamic characteristics of the crane and of its supporting structure.

The evaluation takes into account dynamic effects both of regional seismic conditions and of the local conditions on the surface of the ground at the crane location.

The operational conditions of the crane and the risks resulting from seismic damage to the crane are also taken into account.

It is restricted to the serviceability limit state (SLS), maintaining stresses within the elastic range in accordance with ISO 20332.

It does not extend to proofs of competence which include plastic deformations. When these are permitted by agreement between crane supplier and customer, other standards or relevant literature taking them into account can be used.

Table of contents
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  • 1 Domaine d'application
  • 2 Références normatives
  • 3 Symboles
  • 4 Méthodes de conception sismique
  • 5 Conception sismique selon la méthode du coefficient sismique modifié
  • 6 Conception sismique basée sur la méthode du spectre de réponse maximale
  • 7 Combinaisons des effets sismiques et non-sismiques
  • Annexe A Logigramme de conception sismique
  • Annexe B Accélérations de calcul et zones sismiques
  • Annexe C Informations relatives à la méthode du spectre de réponse maximale
  • Annexe D Méthode de la réponse temporelle et comparaison des diverses méthodes sismiques disponibles
  • Annexe E Relation entre l'accélération de base et les échelles de Mercalli et de Richter
  • Annexe F Intensité sismique verticale
  • Bibliographie
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