Offshore structures : design, construction and maintenance

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Offshore structures : design, construction and maintenance / Mohamed Abdallah El-Reedy

資料種別:: 電子ブック
出版情報:: Elsevier ScienceDirect Books Complete
Gulf Professional Publishing, 2012
著者名:: El-Reedy, Mohamed Abdallah
ISBN:: 9780123854759 [012385475X]
9786613720184 [6613720186]
9780128100707 [0128100702]
書誌ID:: OB00518328

子書誌情報

フルテキスト

所蔵情報

書誌詳細

主題:

Engineering - Civil Engineering

言語:

英語

目次情報:

Preface

The Author

Introduction to Offshore Structures / 1：

Introduction / 1.1：

History of Offshore Structures / 1.2：

Overview of Field Development / 1.3：

Field-Development Cost / 1.3.1：

Multicriteria Concept Selection / 1.3.2：

Feed Requirements / 1.4：

Types of Offshore Platforms / 1.5：

Different Types of Offshore Structures / 1.6：

Minimal Offshore Structure / 1.7：

Preview of This Book / 1.8：

Bibliography

Offshore Structure Loads and Strength / 2：

Gravity Loads / 2.1：

Dead Load / 2.2.1：

Live Load / 2.2.2：

Impact Load / 2.2.3：

Design for Serviceability Limit State / 2.2.4：

Helicopter Landing Loads / 2.2.5：

Crane Support Structures / 2.2.6：

Wind Load / 2.3：

Stair Design / 2.4：

Wind Loads / 2.4.1：

Offshore Loads / 2.5：

Wave Load / 2.5.1：

Current Force / 2.5.2：

Earthquake Load / 2.5.3：

Ice Loads / 2.5.4：

Other Loads / 2.5.5：

Design for Ultimate Limit State (ULS) / 2.6：

Load Factors / 2.6.1：

Extreme Environmental Situation for Fixed Offshore Platforms / 2.6.2：

Operating Environmental Situations-Fixed Platforms / 2.6.3：

Partial Action Factors for Platform Design / 2.6.4：

Collision Events / 2.7：

Vessel Collision / 2.7.1：

Fires and Explosions / 2.8：

Material Strength / 2.9：

Steel Groups / 2.9.1：

Steel Classes / 2.9.2：

References

Offshore Structure Platform Design / 3：

Preliminary Dimensions / 3.1：

Approximate Dimensions / 3.2.1：

Bracing System / 3.3：

Jacket Design / 3.4：

Structure Analysis / 3.5：

Global Structure Analysis / 3.5.1：

The Loads on Piles / 3.5.2：

Modeling Techniques / 3.5.3：

Dynamic Structure Analysis / 3.5.4：

In-place Analysis According to ISO 19902 / 3.5.5：

Cylinder Member Strength / 3.6：

Cylinder Member Strength Calculation According to ISO 19902 / 3.6.1：

Cylinder Member Strength Calculation / 3.6.2：

Tubular Joint Design / 3.7：

Simple Joint Calculation API RP2A (2007) / 3.7.1：

Joint Calculation According to API RP2A (2000) / 3.7.2：

Fatigue Analysis / 3.7.3：

Topside Design / 3.8：

Grating Design / 3.8.1：

Handrails, Walkways, Stairways and Ladders / 3.8.2：

Boat Landing Design / 3.9：

Boat Landing Calculation / 3.9.1：

Riser Guard Design / 3.9.2：

Boat Landing Design Using the Nonlinear Analysis Method / 3.9.3：

Boat Impact Methods / 3.9.4：

Tubular Member Denting Analysis / 3.9.5：

Riser Guard / 3.10：

On-Bottom Stability / 3.11：

Bridges / 3.12：

Crane Loads / 3.13：

Lift Installation Loads / 3.14：

Vortex-Induced Vibrations / 3.15：

Helideck Design / 3.16：

Structure Analysis and Design Quality Control / 3.17：

Geotechnical Data and Pile Design / 4：

Investigation Procedure / 4.1：

Performing an Offshore Investigation / 4.2.1：

Drilling Equipment and Method / 4.2.2：

Wire-Line Sampling Technique / 4.2.3：

Offshore Soil Investigation Problems / 4.2.4：

Soil Tests / 4.3：

In-Situ Testing / 4.4：

Cone Penetration Test (CPT) / 4.4.1：

Field Vane Test / 4.4.2：

Soil Properties / 4.5：

Strength / 4.5.1：

Soil Characterization / 4.5.2：

Pile Foundations / 4.6：

Pile Capacity for Axial Loads / 4.6.1：

Foundation Size / 4.6.2：

Axial Pile Performance / 4.6.3：

Pile Capacity Calculation Methods / 4.6.4：

Pile Capacity under Cyclic Loadings / 4.6.5：

Scour / 4.7：

Pile Wall Thickness / 4.8：

Design Pile Stresses / 4.8.1：

Stresses Due to Hammer Effect / 4.8.2：

Minimum Wall Thickness / 4.8.3：

Driving Shoe and Head / 4.8.4：

Pile Section Lengths / 4.8.5：

Pile Drivability Analysis / 4.9：

Evaluation of Soil Resistance to Driving (SRD) / 4.9.1：

Unit Shaft Resistance and Unit End Bearing for Uncemented Materials / 4.9.2：

Upper- and Lower-Bound SRD / 4.9.3：

Results of Wave Equation Analyses / 4.9.4：

Results of Drivability Calculations / 4.9.5：

Recommendations for Pile Installation / 4.9.6：

Soil Investigation Report / 4.10：

Fabrication and Installation / 5：

Construction Procedure / 5.1：

Engineering of Execution / 5.3：

Fabrication / 5.4：

Joint Fabrication / 5.4.1：

Fabrication Based on ISO / 5.4.2：

Jacket Assembly and Erection / 5.5：

Weight Control / 5.6：

Weight Calculation / 5.6.1：

Loads from Transportation, Launch and Lifting Operations / 5.7：

Lifting Procedure and Calculations / 5.8：

Lifting Calculations / 5.8.1：

Lifting Structural Calculations / 5.8.2：

Lift Point Design / 5.8.3：

Clearances / 5.8.4：

Lifting Calculation Report / 5.8.5：

Load-out Process / 5.9：

Transportation Process / 5.10：

Supply Boats / 5.10.1：

Anchor-handling Boats / 5.10.2：

Towboats / 5.10.3：

Towing / 5.10.4：

Drilling Vessels / 5.10.5：

Crew Boats / 5.10.6：

Barges / 5.10.7：

Crane Barges / 5.10.8：

Offshore Derrick Barges (Fully Revolving) / 5.10.9：

Jack-up Construction Barges / 5.10.10：

Transportation Loads / 5.11：

Launching and Upending Forces / 5.12：

Installation and Pile Handling / 5.13：

Corrosion Protection / 6：

Corrosion in Seawater / 6.1：

Corrosion of Steel in Seawater / 6.1.2：

Choice of System Type / 6.1.3：

Geometric Shape / 6.1.4：

Coatings and Corrosion Protection of Steel Structures / 6.2：

Corrosion Stresses Due to the Atmosphere, Water and Soil / 6.3：

Classification of Environments / 6.3.1：

Mechanical, Temperature and Combined Stresses / 6.3.2：

Cathodic Protection Design Considerations / 6.4：

Environmental Parameters / 6.4.1：

Design Criteria / 6.4.2：

Protective Potentials / 6.4.3：

Negative Impact of CP on the Structure Jacket / 6.4.4：

Galvanic Anode Materials Performance / 6.4.5：

CP Design Parameters / 6.4.6：

Design Calculation for CP System / 6.4.7：

Design Example / 6.5：

General Design Considerations / 6.6：

Anode Manufacture / 6.7：

Installation of Anodes / 6.8：

Allowable Tolerance for Anode Dimensions / 6.9：

Internal and External Inspection / 6.9.1：

Assessment of Existing Structures and Repairs / 7：

API RP2A: Historical Background / 7.1：

Environmental Loading Provisions / 7.2.1：

Regional Environmental Design Parameters / 7.2.2：

Member Resistance Calculation / 7.2.3：

Joint Strength Calculation / 7.2.4：

Fatigue / 7.2.5：

Pile Foundation Design / 7.2.6：

Den/HSE Guidance Notes for Fixed Offshore Design / 7.3：

Joint Strength Equations / 7.3.1：

Foundations / 7.3.3：

Definition of Design Condition / 7.3.5：

Currents / 7.3.6：

Wind / 7.3.7：

Waves / 7.3.8：

Deck Air Gap / 7.3.9：

Historical Review of Major North Sea Incidents / 7.3.10：

Historical Assessment of Environmental Loading Design Practice / 7.4：

Environmental Parameters for Structure Design / 7.4.1：

Fluid Loading Analysis / 7.4.2：

Development of API RP2A Member Resistance Equations / 7.5：

Allowable Stresses for Cylindrical Members / 7.6：

Axial Tension / 7.6.1：

Axial Compression / 7.6.2：

Bending / 7.6.3：

Shear / 7.6.4：

Hydrostatic Pressure / 7.6.5：

Combined Axial Tension and Bending / 7.6.6：

Combined Axial Compression and Bending / 7.6.7：

Combined Axial Tension and Hydrostatic Pressure / 7.6.8：

Combined Axial Compression and Hydrostatic Pressure / 7.6.9：

AISC Historical Background / 7.6.10：

Pile Design Historical Background / 7.6.11：

Effects of Changes in Tubular Member Design / 7.6.12：

Failure Due to Fire / 7.7：

Degree of Utilization / 7.7.1：

Tension Member Design by EC3 / 7.7.2：

Unrestrained Beams / 7.7.3：

Example: Strength Design for Steel Beams / 7.7.4：

Steel Column: Strength Design / 7.7.5：

Case Study: Deck Fire / 7.7.6：

Case Study: Platform Failure / 7.8：

Strength Reduction / 7.8.1：

Environmental Load Effect / 7.8.2：

Structure Assessment / 7.8.3：

Assessment of Platform / 7.9：

Nonlinear Structural Analysis in Ultimate Strength Design / 7.9.1：

Structural Modeling / 7.9.2：

Determining the Probability of Structural Failure / 7.9.3：

Offshore Structure Acceptance Criteria / 7.9.4：

Reliability Analysis / 7.9.5：

Software Requirement / 7.9.6：

Case Study: Platform Decommissioning / 7.10：

Scour Problem / 7.11：

Offshore Platform Repair / 7.12：

Deck Repair / 7.12.1：

Load Reduction / 7.12.2：

Jacket Repair / 7.12.3：

Dry Welding / 7.12.4：

Example: Platform Underwater Repair / 7.12.5：

Example: Platform "Shear Pups" Repair / 7.12.6：

Case Study: Underwater Repair for Platform Structure / 7.12.7：

Case Study: Platform Underwater Repair / 7.12.8：

Clamps / 7.12.9：

Example: Drilling Platform Stabilization after Hurricane Lili / 7.12.10：

Grouting / 7.12.11：

Composite Technology / 7.12.12：

Example: Using FRP / 7.12.13：

Case Study: Conductor Composite Repair / 7.12.14：

Fiberglass Access Decks / 7.12.15：

Fiberglass Mud Mats / 7.12.16：

Case Study: Repair of the Flare Jacket / 7.12.17：

Case Study: Repair of Bearing Support / 7.12.18：

Risk-Based inspection Technique / 8：

SIM Methodology / 8.1：

Qualitative Risk Assessment for Fleet Structures / 8.3：

Likelihood (Probability) Factors / 8.3.1：

Consequence Factors / 8.3.2：

Overall Risk Ranking / 8.3.3：

Underwater Inspection Plan / 8.4：

Underwater Inspection (According to API SIM 2005) / 8.4.1：

Baseline Underwater Inspection / 8.4.2：

Routine Underwater Inspection Scope of Work / 8.4.3：

Inspection Plan Based on ISO 9000 / 8.4.4：

Inspection and Repair Strategy / 8.4.5：

Flooded Member Inspection / 8.4.6：

Anode Retrofit Maintenance Program / 8.5：

Assessment Process / 8.6：

Collecting Data / 8.6.1：

Mitigation and Risk Reduction / 8.6.2：

Consequence Mitigation / 8.7.1：

Reduction of the Probability of Platform Failure / 8.7.2：

Occurrence of Member Failures with Time / 8.8：

Index

Preface

The Author

Introduction to Offshore Structures / 1：

Introduction / 1.1：

History of Offshore Structures / 1.2：

Overview of Field Development / 1.3：

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