Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Dynamic response of steel pipe rack structures subjected to explosion loads
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.
Dynamic response of steel pipe rack structures subjected to explosion loads
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.
Dynamic response of steel pipe rack structures subjected to explosion loads
Aarønæs, Anton (Autor:in) / Nilsson, Hanna (Autor:in) / Neumann, Nicolas (Autor:in)
Steel Construction ; 8 ; 162-166
01.09.2015
5 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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