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Nonlinear Dynamics of Compliant Offshore Structures [Kõva köide]

(Rutgers University, Piscataway, New Jersey, USA Rutgers University, New Brunswick, New Jersey, USA),
  • Formaat: Hardback, 181 pages, kõrgus x laius: 254x178 mm, kaal: 453 g
  • Sari: Advances in Engineering Series
  • Ilmumisaeg: 01-Jan-1997
  • Kirjastus: Swets & Zeitlinger
  • ISBN-10: 9026514999
  • ISBN-13: 9789026514999
  • Formaat: Hardback, 181 pages, kõrgus x laius: 254x178 mm, kaal: 453 g
  • Sari: Advances in Engineering Series
  • Ilmumisaeg: 01-Jan-1997
  • Kirjastus: Swets & Zeitlinger
  • ISBN-10: 9026514999
  • ISBN-13: 9789026514999
This monograph provides a general background to the modelling of a special class of offshore structures known as compliant structures. External forcing is resisted by buoyancy and tension forces which increase when the structure is slightly offset from its equilibrium. The technical development given in this book is presented in such a way as to highlight the adaptability of the modelling, and the reader is shown how the techniques described can be applied to a variety of different offshore structures. 
Dedication
Preface
Acknowledgments
1 Theoretical Background: The General Model
1(30)
Linear Wave Theory
1(3)
Applied External Forces
4(4)
Deterministic Model
4(1)
Random Model
4(4)
Dynamics of the Structure
8(19)
Introduction
8(1)
Hamilton's Principle
9(1)
Derivation of the Lagrangian
9(13)
Generalized Forces
22(3)
Governing Equations of Motion
25(2)
Numerical Solution Formulation
27(3)
Summary
30(1)
2 Articulated Towers
31(80)
Design and Construction
31(3)
Dynamic Response
34(11)
Single Degree of Freedom Systems
34(4)
Two Degree of Freedom Systems
38(3)
Multiple Articulations and Flexible Systems
41(4)
Rigid Body Versus Elastic Body Dynamics
45(6)
Rigid Body Equations of Motion
51(15)
Problem Description
51(1)
Lagrange's Equations
51(3)
Tower, Wave and Current Kinematics
54(4)
Fluid Forces and Moments Acting on the Tower
58(7)
Governing Equations of Motion
65(1)
Numerical Solution
66(31)
Deterministic Response
67(18)
Stochastic Response
85(12)
Response of an Appendaged Tower
97(12)
Summary
109(2)
3 Tension Leg Platforms
111(31)
Design -- General
111(2)
Components
111(2)
On Site Assembly
113(1)
Dynamic Response
113(11)
Seismic Response
119(1)
Springing and Ringing
119(3)
Effect of columns
122(1)
Tendons
123(1)
Equation of Motion
124(1)
Deterministic TLP Response
125(16)
Boundary Conditions
125(2)
Fundamental Frequency
127(3)
Response to Wind and Current
130(3)
Response to Wave Excitation
133(6)
Response to Base Excitation
139(2)
Summary
141(1)
4 Risers with Flowing Fluid
142(15)
Equation of Motion
143(1)
Deterministic Riser Response
144(12)
Fundamental Frequency
144(3)
Response to Wave and Current
147(2)
Response of Riser to Base and Top Excitation
149(4)
Response to Non-Constant Flow Velocity
153(3)
Summary
156(1)
5 Possible Future Studies
157(2)
Future Studies Using Models Developed in This Work
157(1)
Enhancing the Models Developed in this Monograph
158(1)
References 159(9)
Index 168


Patrick Bar-Avi