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E-raamat: Offshore Compliant Platforms: Analysis, Design, and Experimental Studies

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  • Sari: Wiley-ASME Press Series
  • Ilmumisaeg: 28-Jan-2020
  • Kirjastus: Wiley-ASME Press
  • Keel: eng
  • ISBN-13: 9781119669784
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  • Formaat: PDF+DRM
  • Sari: Wiley-ASME Press Series
  • Ilmumisaeg: 28-Jan-2020
  • Kirjastus: Wiley-ASME Press
  • Keel: eng
  • ISBN-13: 9781119669784
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A guide to the analysis and design of compliant offshore structures that highlights a new generation of platforms

Offshore Compliant Platforms provides an authoritative guideto the analysis and design of compliant offshore structures and puts the focus on a new generation of platforms such as: triceratops, Buoyant Leg Storage and Regasification platforms. Whilst the authors – noted experts on the topic – include basic information on the conceptual development of conventional platforms, the book presents detailed descriptions of the design and development of new deep-water platforms.

The book describes the preliminary design of triceratops in ultra-deep waters and presents a detailed analysis of environmental loads that are inherent in offshore locations such as wave, wind and current. The new methodology for the dynamic analysis of triceratops under ice loads, predominantly in ice-covered regions, is also examined with detailed parametric studies. In addition, the book covers the structural geometry and the various methods of analysis for assessing the performance of any other similar offshore platform under the special loads. A discussion of the fatigue analysis and service life prediction is also included. This important book:

•    Includes the analysis and design of compliant offshore structures with a focus on a new generation of platforms

•    Examines the preliminary design of triceratops in ultra-deep waters

•    Covers an analysis of environmental loads that are inherent in offshore locations such as wave, wind and current

•    Reviews the structural geometry and various methods of analysis for assessing the performance of any other similar offshore platform under special loads

•    Discusses fatigue analysis and service life prediction 

Written for engineers and researchers across engineering including civil, mechanical, structural, offshore, ocean and naval architecture, Offshore Compliant Platforms fills the need for a guide to new offshore platforms that provides an understanding of the behaviour of these structures under different loading conditions.

List of Figures
ix
List of Tables
xiii
Foreword xv
Professor Purnendu K. Das
Foreword xvii
Dr. Atmanand N.D.
Series Preface xix
Preface xxi
1 Common Compliant Platforms
1(58)
1.1 Introduction
1(7)
1.2 Tension Leg Platforms
8(11)
1.3 Guyed Tower and Articulated Tower
19(2)
1.4 Floating Structures
21(3)
1.5 Response Control Strategies
24(7)
1.5.1 Active Control Algorithm
25(1)
1.5.2 Semi-Active Control Algorithm
25(1)
1.5.3 Passive Control Algorithm
26(1)
1.5.4 Friction Dampers
27(1)
1.5.5 Metallic Yield Dampers
27(1)
1.5.6 Viscous Fluid Dampers
27(2)
1.5.7 Tuned Liquid Dampers
29(1)
1.5.8 Tuned Liquid Column Damper
30(1)
1.6 Tuned Mass Dampers
31(5)
1.7 Response Control of Offshore Structures
36(2)
1.8 Response Control of TLPs Using TMDs: Experimental Investigations
38(6)
1.9 Articulated Towers
44(4)
1.10 Response Control of ATs: Analytical Studies
48(4)
1.11 Response Control of ATs: Experimental Studies
52(7)
1.11.1 MLAT Without a TMD
53(3)
1.11.2 MLAT with a TMD
56(3)
2 Buoyant Leg Storage and Regasification Platforms
59(36)
2.1 Background Literature
60(4)
2.1.1 Buoyant Leg Structures
62(1)
2.1.2 Floating Production and Processing Platforms
63(1)
2.2 Experimental Setup
64(1)
2.3 Experimental Investigations
65(7)
2.4 Numerical Studies
72(4)
2.5 Critical Observations
76(9)
2.6 Stability Analysis of the BLSRP
85(5)
2.7 Fatigue Analysis of the BLSRP
90(5)
3 New-Generation Platforms: Offshore Triceratops
95(30)
3.1 Introduction
95(1)
3.2 Environmental Loads
96(5)
3.2.1 Regular Waves
96(1)
3.2.2 Random Waves
97(1)
3.2.3 Wind
98(2)
3.2.4 Currents
100(1)
3.3 Fatigue Analysis of Tethers
101(3)
3.4 Response to Regular Waves
104(4)
3.5 Response to Random Waves
108(5)
3.6 Response to Combined Actions of Wind, Waves, and Current
113(10)
3.6.1 Deck Response
116(4)
3.6.2 Buoyant Leg Response
120(2)
3.6.3 Tether Tension Variation
122(1)
3.7 Summary
123(2)
4 Triceratops Under Special Loads
125(36)
4.1 Introduction
125(9)
4.1.1 Ice Load
126(3)
4.1.2 Impact Load Due to Ship Platform Collisions
129(2)
4.1.3 Hydrocarbon Fires
131(3)
4.2 Continuous Ice Crushing
134(4)
4.2.1 The Korzhavin Equation
135(1)
4.2.2 Continuous Ice Crushing Spectrum
136(2)
4.3 Response to Continuous Ice Crushing
138(9)
4.3.1 Response to Ice Loads
139(1)
4.3.1.1 Deck and Buoyant Leg Responses
139(1)
4.3.1.2 Tether Response
140(1)
4.3.2 Effect of Ice Parameters
140(1)
4.3.2.1 Ice Thickness
140(3)
4.3.2.2 Ice Crushing Strength
143(1)
4.3.2.3 Ice Velocity
144(1)
4.3.3 Comparison of Ice- and Wave-Induced Responses
145(2)
4.4 Response to Impact Loads
147(9)
4.4.1 Parametric Studies
151(1)
4.4.1.1 IndenterSize
151(1)
4.4.1.2 Collision Zone Location
152(1)
4.4.1.3 Indenter Shape
153(1)
4.4.1.4 Number of Stringers
154(1)
4.4.2 Impact Response in the Arctic Region
154(2)
4.5 Deck Response to Hydrocarbon Fires
156(2)
4.6 Summary
158(3)
5 Offshore Triceratops: Recent Advanced Applications
161(26)
5.1 Introduction
161(1)
5.2 Wind Turbines
161(2)
5.3 Wind Power
163(1)
5.4 Evolution of Wind Turbines
163(1)
5.5 Conceptual Development of the Triceratops-Based Wind Turbine
164(1)
5.6 Support Systems for Wind Turbines
164(2)
5.6.1 Spar Type
165(1)
5.6.2 TLPType
165(1)
5.6.3 Pontoon (Barge) Type
165(1)
5.6.4 Semi-Submersible Type
166(1)
5.6.5 Triceratops Type
166(1)
5.7 Wind Turbine on a Triceratops
166(1)
5.8 Response of a Triceratops-Based Wind Turbine to Waves
166(7)
5.8.1 Free-Decay Response
166(3)
5.8.2 Response to Operable and Parked Conditions
169(1)
5.8.3 Effect of Wave Heading Angles
170(1)
5.8.4 PSD Plots
171(1)
5.8.5 Tether Response and Service Life Estimation
172(1)
5.9 Stiffened Triceratops
173(6)
5.9.1 Preliminary Design
173(2)
5.9.2 Response to Wave Action
175(2)
5.9.3 Effect of Wave Direction
177(2)
5.10 Triceratops with Elliptical Buoyant Legs
179(7)
5.10.1 Conceptual Development
180(2)
5.10.2 Response of a Triceratops with Elliptical Buoyant Legs to Wave Action
182(4)
5.11 Summary
186(1)
Model Test Papers 187(22)
References 209(14)
Index 223
Dr. Srinivasan Chandrasekaran is a Professor in the Department of Ocean Engineering at the Indian Institute of Technology Madras, Tamil Nadu, India.



R. Nagavinothini is a Post-Doctoral Researcher in the Department of Structures for Engineering and Architecture, University of Naples Federico II, Naples, Italy.