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Xxyyzz (1997)
Design of Blast Resistant Buildings in Petrochemical Facilities
The structural length influences the DAF curves, with the lowest DAFs found for the shortest lengths
M. Paz, H. Saunders (1985)
Structural Dynamics—Theory and Computations (2nd Ed.)Journal of Vibration and Acoustics-transactions of The Asme, 107
(2013)
Keywords: Dynamic response; steel structures; explosion; single-degree-of-freedom system
Adapting a dynamic amplification factor (DAF) of 1.5 for all pipe rack structures in this case study is non-conservative
(2000)
DNV-RP-C208: Determination of Structural Capacity by Non-linear FE analysis Methods
J. Black, N. Hashimzade, G. Myles (2012)
Oxford dictionary of economics. 4th ed.
(1990)
2002: Eurocode -Basis of structural design
The dynamic behaviour can be modified by changing the centre of mass (CoM) of the structure
J. Biggs (1964)
Introduction to Structural Dynamics
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.
Steel Construction: Design and Research – Wiley
Published: Sep 1, 2015
Keywords: ; ; ; ; ; ;
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