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A platform for research: civil engineering, architecture and urbanism
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 (author) / Nilsson, Hanna (author) / Neumann, Nicolas (author)
Steel Construction ; 8 ; 162-166
2015-09-01
5 pages
Article (Journal)
Electronic Resource
English
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