DocumentCode :
2764642
Title :
Non-linear dynamic analysis with deterministic and random seas: the case of minimum platforms
Author :
Pilotto, Micaela ; Ronalds, Beverley F. ; Stocker, Roman
Author_Institution :
Sch. of Oil & Gas Eng., Western Australia Univ., Crawley, WA, Australia
Volume :
5
fYear :
2003
fDate :
22-26 Sept. 2003
Abstract :
Minimum facilities platforms have a very simple layout and are largely in shallow water environments. Since their natural period is four, five times smaller than the design wave period, the design is usually carried out via a quasi-static analysis amplified "a posteriori" by a dynamic amplification factor. In this paper, we investigate the limitations of this approach by comparing quasi-static and dynamic results of a nonlinear, time domain, finite element analysis. Three different configurations of minimum platforms are considered: one freestanding caisson and two braced monopods. We begin by investigating the response under deterministic seas, using the stream function formulation. We then extend the analysis to random seas, using the JONSWAP spectrum with parameters measured from the Northwest Shelf of Australia. The first important result is the existence of considerable dynamic amplification under both deterministic and random seas. Interestingly, braced configurations are dynamically more sensitive than the unbraced monopod, even if the latter exhibits the largest top displacements. This can be inferred in the deterministic case from the higher values of the dynamic amplification factor. Under random waves this is further confirmed by the fact that the dynamic response of braced monopods exhibits resonant phenomena, and in particular is very sensitive to ringing. Ringing is characterized by sudden, large responses lasting for relatively short periods of time. It is shown that, among the several formulations for the dynamic amplification factor (DAF) in random only the one based on most probable maximum values takes ringing into account. Since so far ringing has been described mainly qualitatively in the literature, we suggest an innovative, quantitative indicator of ringing based on a careful assessment of its phenomological properties. We are therefore in a position to quantitatively compare the ringing behavior of different structures. This analysis confirme d that braced monopods are particularly sensitive to ringing. In conclusion, we show that for design purposes the use of deterministic versus random seas as a simulation tool for real ocean is conservative, yielding higher values of the dynamic response for all configurations. However, particular resonant phenomena, such as ringing, are not detected by a deterministic simulation.
Keywords :
finite element analysis; ocean waves; oceanographic techniques; offshore installations; oil drilling; time-domain analysis; Australia Northwest Shelf; JONSWAP spectrum; braced monopods; design wave period; deterministic seas; deterministic simulation; dynamic amplification factor; finite element analysis; freestanding caisson; minimum platforms; nonlinear analysis; nonlinear dynamic analysis; quasistatic analysis; random seas; shallow water; stream function formulation; structural design; time domain analysis; Australia; Computer aided software engineering; Fabrication; Finite element methods; Mathematics; Oceans; Petroleum; Resonance; Sea measurements; Time domain analysis;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
OCEANS 2003. Proceedings
Conference_Location :
San Diego, CA, USA
Print_ISBN :
0-933957-30-0
Type :
conf
DOI :
10.1109/OCEANS.2003.178369
Filename :
1283065
Link To Document :
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