Il full-text non è disponibile per scelta dell'autore.
      
        (
Contatta l'autore)
      
    
  
    
  
  
    
      Abstract
      Fixed offshore platforms, especially jacket type platforms, are the most common offshore structures used for Oil & Gas industry in the Adriatic Sea. In fact these structural typologies are suitable for relative shallow water depth, usually up to 250 m, and flat sandy sea floors. Most of them have been built in the last 50 years, some of them are also older, and for instance they have been designed when technological tools were not available and all the calculations were computed by antique machines or by hand.
   In lieu with the actual international regulations, the following report will present the technical analysis for the design of such platform. More specifically, it has selected as model example one of the platforms designed more than 50 years ago and a complete stability verification has been computed with modern tools. Furthermore a proposal of new design of the base of this structure has been reported together with specific analysis.
   The examined structure is the SPM Mooring Tower, placed in the offshore area of Falconara Marittima (AN), and owned by Api Refinery Spa. 
   The documents relative to the environmental and geotechnical features of the site in object, the original project documents and drawings, and other documentations have been provided by Tecon Srl Engineering Company, perhaps all the rights about this document are reserved.
   Structural stability calculations have been carried out according the actual International Code ‘API Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms 2A-WSD’.
     
    
      Abstract
      Fixed offshore platforms, especially jacket type platforms, are the most common offshore structures used for Oil & Gas industry in the Adriatic Sea. In fact these structural typologies are suitable for relative shallow water depth, usually up to 250 m, and flat sandy sea floors. Most of them have been built in the last 50 years, some of them are also older, and for instance they have been designed when technological tools were not available and all the calculations were computed by antique machines or by hand.
   In lieu with the actual international regulations, the following report will present the technical analysis for the design of such platform. More specifically, it has selected as model example one of the platforms designed more than 50 years ago and a complete stability verification has been computed with modern tools. Furthermore a proposal of new design of the base of this structure has been reported together with specific analysis.
   The examined structure is the SPM Mooring Tower, placed in the offshore area of Falconara Marittima (AN), and owned by Api Refinery Spa. 
   The documents relative to the environmental and geotechnical features of the site in object, the original project documents and drawings, and other documentations have been provided by Tecon Srl Engineering Company, perhaps all the rights about this document are reserved.
   Structural stability calculations have been carried out according the actual International Code ‘API Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms 2A-WSD’.
     
  
  
    
    
      Tipologia del documento
      Tesi di laurea
(Laurea magistrale)
      
      
      
      
        
      
        
          Autore della tesi
          Piglionica, Andrea
          
        
      
        
          Relatore della tesi
          
          
        
      
        
          Correlatore della tesi
          
          
        
      
        
          Scuola
          
          
        
      
        
          Corso di studio
          
          
        
      
        
          Indirizzo
          Earth resources engineering
          
        
      
        
      
        
          Ordinamento Cds
          DM270
          
        
      
        
          Parole chiave
          Design offshore structures,offshore platforms
          
        
      
        
          Data di discussione della Tesi
          19 Dicembre 2019
          
        
      
      URI
      
      
     
   
  
    Altri metadati
    
      Tipologia del documento
      Tesi di laurea
(NON SPECIFICATO)
      
      
      
      
        
      
        
          Autore della tesi
          Piglionica, Andrea
          
        
      
        
          Relatore della tesi
          
          
        
      
        
          Correlatore della tesi
          
          
        
      
        
          Scuola
          
          
        
      
        
          Corso di studio
          
          
        
      
        
          Indirizzo
          Earth resources engineering
          
        
      
        
      
        
          Ordinamento Cds
          DM270
          
        
      
        
          Parole chiave
          Design offshore structures,offshore platforms
          
        
      
        
          Data di discussione della Tesi
          19 Dicembre 2019
          
        
      
      URI
      
      
     
   
  
  
  
  
  
  
    
      Gestione del documento: 
      
        