Didattica per progetti / Isabelle Bordallo , Jean-Paul Ginestet

• Record Nr.: UNIBAS000014336
• Autore: Bordallo, Isabelle
• Pubbl/distr/stampa: Milano : <<La>> Nuova Italia : 1999
• Titolo uniforme: Pour une pedagogie du projet
• ISBN: 88-221-3262-9
• Descrizione fisica: 220 p. ; 23 cm.
• Collana: Progettare la scuola ; 17
• Altri autori (Persone): Ginestet, Jean-Paul
• Disciplina: 371.102
• Soggetti: Didattica - Progetti; Scuola - Programmi
• Lingua di pubblicazione: Italiano
• Formato: Materiale a stampa
• Livello bibliografico: Monografia

Dynamics of deepwater riser : theory and method / / Weiping Huang [and three others]

• Record Nr.: UNINA9910743250103321
• Autore: Huang Weiping
• Pubbl/distr/stampa: Singapore : , : Springer, , [2022]; ©2022
• ISBN: 981-16-2887-4; 981-16-2888-2
• Descrizione fisica: 1 online resource (293 pages)
• Disciplina: 627.98
• Soggetti: Offshore structures - Design and construction; Risers (Founding); Marine engineering
• Lingua di pubblicazione: Inglese
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Nota di contenuto: Intro -- Preface -- Contents -- 1 Deepwater Riser -- 1.1 Introduction -- 1.1.1 Developing Mode for Deepwater Oilfield -- 1.1.2 Facilities for Deepwater Oil &amp -- Gas Development -- 1.2 Deepwater Risers -- 1.2.1 Top Tensioned Riser -- 1.2.2 Catenary Riser -- References -- 2 Sea Loads -- 2.1 Introduction -- 2.2 Wave Loads -- 2.2.1 Wave Factors -- 2.2.2 Regular Wave Theory -- 2.2.3 Random Wave Theory -- 2.2.4 Wave Force on a Cylinder -- 2.3 Current Loads -- 2.3.1 Vortex Shedding in Steady Flow -- 2.3.2 Vortex Shedding Frequency -- 2.3.3 Vortex Induced Force -- 2.3.4 Vortex Shedding in an Oscillatory Flow -- References -- 3 Vibration of Structure -- 3.1 Single-Degree-Of-Freedom System -- 3.1.1 Dynamical Characteristics -- 3.1.2 Free Vibration -- 3.1.3 Forced Vibration -- 3.2 Multi DOF System -- 3.2.1 Dynamic Characteristics -- 3.2.2 Forced Vibration -- 3.3 Beam Vibration -- 3.3.1 Motion Equation -- 3.3.2 Frequency and Mode Shape of Simply Supported Beam -- 3.3.3 Effect of Tension -- 3.3.4 Effect of Large Deflection -- 3.3.5 Effect of Elastic Foundation -- 3.3.6 Transfer Matrix Method -- 4 Equation of Riser Vibration -- 4.1 Introduction -- 4.2 Rigid Riser Equation -- 4.2.1 Basic Equation -- 4.2.2 Inner Flow Effect -- 4.3 Flexible Riser Equation -- 4.3.1 Bending ; Vibration Equation -- 4.3.2 Effect of Rigid Oscillation -- References -- 5 Riser Dynamic Characteristics -- 5.1 Introduction -- 5.2 Rigid Riser Dynamic Characteristics -- 5.2.1 Analytic Method -- 5.2.2 Transfer Matrix Method -- 5.2.3 Matrix Analysis Method -- 5.3 Simple Catenary Riser -- 5.3.1 Analytic Method -- 5.3.2 Transfer Matrix Method -- 5.3.3 Matrix Analysis Method -- 6 Wave Induced Vibration -- 6.1 Introduction -- 6.2 Wave Force -- 6.2.1 Wave -- 6.2.2 Load (API 2009) -- 6.2.3 Load Model (API 2009) -- 6.2.4 Conditions Affecting Hydrodynamic Loads (API 2009) -- 6.3 Analysis Model.; 6.3.1 Structural Model -- 6.3.2 Boundary Conditions -- 6.3.3 System Model -- 6.4 Steel Catenary Riser -- 6.4.1 Motion Equation -- 6.4.2 FEM Mode -- 6.4.3 Pipe and Soil Interaction -- 6.4.4 Pipe and Soil Interaction Model -- 6.4.5 p-y Curve Method for Analyzing Interaction Between Pipe and Soil (Yang 2014) -- 6.5 Top Tensioned Riser -- 6.5.1 Motion Equation -- 6.5.2 Boundary Conditions -- 6.5.3 Coupled Analysis -- References -- 7 Vortex-Induced Vibration -- 7.1 Introduction -- 7.2 An Isolated Circular Cylinder -- 7.2.1 Synchronization and Lock-In -- 7.2.2 VIV in Two Degree-Of-Freedom -- 7.2.3 Random and Harmonic Vibration -- 7.3 Tandem Cylinders -- 7.3.1 Wake Pattern -- 7.3.2 Vortex Induced Force -- 7.3.3 Vibration Features -- 7.4 Vortex Induced Force Model -- 7.4.1 For Single Riser -- 7.4.2 Tandem Risers (Zhou 2017) -- 7.5 Steel Caternary Riser -- 7.5.1 Rigid Oscillation Equation -- 7.5.2 Coupling Motion Equation -- 7.6 Top Tensioned Riser -- 7.6.1 Motion Equation -- 7.6.2 Boundary Condition -- 7.6.3 Coupled Analysis -- References.