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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 56
ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING COMPUTING FOR PRACTICE Edited by: B.H.V. Topping
Paper IX.5
Effects of Structure Spatial Extent on Frequency Domain Analysis of Offshore Jacket Platforms M. Hartnett and P. Mitchell
Department of Civil Engineering, Trinity College, Dublin, Ireland M. Hartnett, P. Mitchell, "Effects of Structure Spatial Extent on Frequency Domain Analysis of Offshore Jacket Platforms", in B.H.V. Topping, (Editor), "Advances in Civil and Structural Engineering Computing for Practice", Civil-Comp Press, Edinburgh, UK, pp 351-358, 1998. doi:10.4203/ccp.56.9.5
Abstract
The authors have applied a computer based model to perform
spectral analysis of jacket platforms which treat structures in
a consistent manner using the finite element method. The
proper estimation of phasing effects ocean waves on structural
responses is dependent, inter alia, on the accurate calculation
of nodal forces; using the finite element approach the vector
of nodal forces can be most accurately computed taking into
account the varying distributed loads along structural
members. The model calculates cross receptances of response
for all degrees of freedom which enable the phase effects due
to the spatial extent of the structure to be properly accounted
for. As this model includes the effects of wave phase loadings
on the platform it can thus give a more accurate estimation of
response spectra which are generally require for design
calculations.
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