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“Computational Civil Engineering 2005”, International Symposium 145In fact, every objective to be analysed poses different problems pertaining tolocation, type of terrain, size, purpose and utility; this leads to choosing a type ofnetwork that has to meet all the requirements in terms of accuracy and to offer thepossibility of performing the measurements and satisfy all demands imposed bysuch an experiment.References1. Neamţu, M., - Complemente de topografie inginerească – Partea I. Măsurarea deplasărilor şideformaţiilor construcţiilor prinmetode topografo-geodezice, Institutul de Construcţii Bucureşti, 1973.2. Neamţu, M., Onose, D., Neuner, J., - Măsurarea topografică a deplasărilor şi deformaţiilorconstrucţiilor, Institutul de ConstrucţiiBucureşti, 1988.3. Muşat, C., - Contribuţii privind stabilirea tasărilor şi deformaţiilor construcţiilor utilizând metode şitehnici topografico-geodezicemoderne, Referat doctorat, Timişoara, 2002.4. *** - Măsurători terestre, Fundamente, volumul II, Editura Matrix Rom, Bucureşti, 2002.
“Computational Civil Engineering 2005”, International SymposiumIaşi, România, May 27, 20053D modeling and calculation of the fixed platform PFS-U(PESCARUS)Alexandru Dima 1 , Ionuţ Radu Răcănel 21 Assoc.Prof., PhD, Bridges Dept., Technical University of Civil Engineering, Bucharest, Romania2Lecturer, PhD, Bridges Dept., Technical University of Civil Engineering, Bucharest, RomaniaSummaryFixed platforms for the exploitation of petroleum deposits in the continental BlackSea Romanian platform are usually built like 3D welded truss structures (called“jacket”), using circular hollow sections. The structure has lateral inclined facesand it is grounded using steel driven piles disposed at the interior part of the jacketcolumns. This construction solution asks that the drilling can be done through thejacket slots only after the placement of the offshore into position.For the “PESCARUS” location a fixed 4-faces platform was designed, in a newsolution, having an open jacket at one of the faces (this was called “Fixed supportplatform PESCARUS”). This structure should allow the earlier drilling of theoffshore wells (using a self-lifting platform) and in this case the construction of thePFS-U platform can be done at a later time.For the design and calculation of this platform a full finite element 3D model wasbuilt. The model takes into account the real dimensions of element cross sections,the stiffness of the structure and the structure-soil interaction respectively. For theevaluation of the dynamic response of the structure a 3D dynamic finite elementmodel was considered, the position of masses on the structure being very close tothe real one.This paper present important aspects regarding the finite element model, theevaluation of the location specific actions and loading hypotheses, but also theresistance and stability checks according to the accepted norms.KEYWORDS: platform, jacket, structure-soil interaction, dynamic response,loading1. INTRODUCTIONThe fixed marine platforms in the petroleum deposits of the Black Sea erected forwater depths between 40.0 and 60.0 m consist, generally speaking, in two parts:
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A viscoelastic-plastic prediction o
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36 F.-Zs. Gobesz, D. Turdaother way
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40 F.-Zs. Gobesz, D. Turdamany info
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