Dynamic response of steel pipe rack structures subjected to explosion loads
Auteur(s): |
Anton Aarønæs
Hanna Nilsson Nicolas Neumann |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Steel Construction, août 2015, n. 3, v. 8 |
Page(s): | 162-166 |
DOI: | 10.1002/stco.201510022 |
Abstrait: |
This paper describes a parametric study of the dynamic behaviour of steel pipe rack structures subjected to explosion loading. The pipe rack design is assumed to be a multi-planar lattice girder consisting of rectangular or square hollow sections. Numerical analysis with the finite element method was performed on a series of 54 pipe racks in total, varying parameters such as mass distribution and aspect ratio. The study provides a deeper understanding - and forms the basis for a more accurate prediction - of the dynamic response of multi-planar lattice girder structures such as steel pipe racks. |
Mots-clé: |
Structures / charpentes en acier
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Disponible chez: | Voir chez l'éditeur |
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sur cette fiche - Reference-ID
10072107 - Publié(e) le:
28.09.2015 - Modifié(e) le:
29.09.2015