2012, English, Book, Illustrated edition: Offshore structures : design, construction and maintenance / Mohamed A. EL-Reedy. El-Reedy, Mohamed A. (Mohamed Abdallah)

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Offshore structures : design, construction and maintenance / Mohamed A. EL-Reedy
 
Bookmark: http://trove.nla.gov.au/version/171846977
Physical Description
  • xviii, 649 p. : ill. ; 24 cm.
Published
  • Boston : Gulf Professional Pub., c2012.
Language
  • English

Edition details

Title
  • Offshore structures : design, construction and maintenance /​ Mohamed A. EL-Reedy.
Author
  • El-Reedy, Mohamed A. (Mohamed Abdallah)
Published
  • Boston : Gulf Professional Pub., c2012.
Physical Description
  • xviii, 649 p. : ill. ; 24 cm.
Subjects
Summary
  • The ultimate reference for selecting, operating and maintaining offshore structures, provides a road map for designing structures which will stand up even in the harshest environments. The selection of the proper type of offshore structure is discussed from a technical and economic point of view.
Contents
  • Machine generated contents note: 1.Introduction to Offshore Structures
  • 1.1.Introduction
  • 1.2.History of Offshore Structures
  • 1.3.Overview of Field Development
  • 1.3.1.Field-Development Cost
  • 1.3.2.Multicriteria Concept Selection
  • 1.4.Feed Requirements
  • 1.5.Types of Offshore Platforms
  • 1.6.Different Types of Offshore Structures
  • 1.7.Minimal Offshore Structure
  • 1.8.Preview of This Book
  • Bibliography
  • 2.Offshore Structure Loads and Strength
  • 2.1.Introduction
  • 2.2.Gravity Loads
  • 2.2.1.Dead Load
  • 2.2.2.Live Load
  • 2.2.3.Impact Load
  • 2.2.4.Design for Serviceability Limit State
  • 2.2.5.Helicopter Landing Loads
  • 2.2.6.Crane Support Structures
  • 2.3.Wind Load
  • 2.4.Stair Design
  • 2.4.1.Gravity Loads
  • 2.4.2.Wind Loads
  • 2.5.Offshore Loads
  • 2.5.1.Wave Load
  • 2.5.2.Current Force
  • 2.5.3.Earthquake Load
  • 2.5.4.Ice Loads
  • 2.5.5.Other Loads
  • 2.6.Design for Ultimate Limit State (ULS)
  • 2.6.1.Load Factors
  • Contents note continued: 2.6.2.Extreme Environmental Situation for Fixed Offshore Platforms
  • 2.6.3.Operating Environmental Situations
  • -Fixed Platforms
  • 2.6.4.Partial Action Factors for Platform Design
  • 2.7.Collision Events
  • 2.7.1.Vessel Collision
  • 2.8.Fires and Explosions
  • 2.9.Material Strength
  • 2.9.1.Steel Groups
  • 2.9.2.Steel Classes
  • References
  • 3.Offshore Structure Platform Design
  • 3.1.Introduction
  • 3.2.Preliminary Dimensions
  • 3.2.1.Approximate Dimensions
  • 3.3.Bracing System
  • 3.4.Jacket Design
  • 3.5.Structure Analysis
  • 3.5.1.Global Structure Analysis
  • 3.5.2.The Loads on Piles
  • 3.5.3.Modeling Techniques
  • 3.5.4.Dynamic Structure Analysis
  • 3.5.5.In-place Analysis According to ISO 19902
  • 3.6.Cylinder Member Strength
  • 3.6.1.Cylinder Member Strength Calculation According to ISO 19902
  • 3.6.2.Cylinder Member Strength Calculation
  • 3.7.Tubular Joint Design
  • 3.7.1.Simple Joint Calculation API RP2A (2007)
  • Contents note continued: 3.7.2.Joint Calculation According to API RP2A (2000)
  • 3.7.3.Fatigue Analysis
  • 3.8.Topside Design
  • 3.8.1.Grating Design
  • 3.8.2.Handrails, Walkways, Stairways and Ladders
  • 3.9.Boat Landing Design
  • 3.9.1.Boat Landing Calculation
  • 3.9.2.Riser Guard Design
  • 3.9.3.Boat Landing Design Using the Nonlinear Analysis Method
  • 3.9.4.Boat Impact Methods
  • 3.9.5.Tubular Member Denting Analysis
  • 3.10.Riser Guard
  • 3.11.On-Bottom Stability
  • 3.12.Bridges
  • 3.13.Crane Loads
  • 3.14.Lift Installation Loads
  • 3.15.Vortex-Induced Vibrations
  • 3.16.Helideck Design
  • 3.17.Structure Analysis and Design Quality Control
  • 4.Geotechnical Data and Pile Design
  • 4.1.Introduction
  • 4.2.Investigation Procedure
  • 4.2.1.Performing an Offshore Investigation
  • 4.2.2.Drilling Equipment and Method
  • 4.2.3.Wire-Line Sampling Technique
  • 4.2.4.Offshore Soil Investigation Problems
  • 4.3.Soil Tests
  • 4.4.In-Situ Testing
  • Contents note continued: 4.4.1.Cone Penetration Test (CPT)
  • 4.4.2.Field Vane Test
  • 4.5.Soil Properties
  • 4.5.1.Strength
  • 4.5.2.Soil Characterization
  • 4.6.Pile Foundations
  • 4.6.1.Pile Capacity for Axial Loads
  • 4.6.2.Foundation Size
  • 4.6.3.Axial Pile Performance
  • 4.6.4.Pile Capacity Calculation Methods
  • 4.6.5.Pile Capacity under Cyclic Loadings
  • 4.7.Scour
  • 4.8.Pile Wall Thickness
  • 4.8.1.Design Pile Stresses
  • 4.8.2.Stresses Due to Hammer Effect
  • 4.8.3.Minimum Wall Thickness
  • 4.8.4.Driving Shoe and Head
  • 4.8.5.Pile Section Lengths
  • 4.9.Pile Drivability Analysis
  • 4.9.1.Evaluation of Soil Resistance to Driving (SRD)
  • 4.9.2.Unit Shaft Resistance and Unit End Bearing for Uncemented Materials
  • 4.9.3.Upper- and Lower-Bound SRD
  • 4.9.4.Results of Wave Equation Analyses
  • 4.9.5.Results of Drivability Calculations
  • 4.9.6.Recommendations for Pile Installation
  • 4.10.Soil Investigation Report
  • 5.Fabrication and Installation
  • Contents note continued: 5.1.Introduction
  • 5.2.Construction Procedure
  • 5.3.Engineering of Execution
  • 5.4.Fabrication
  • 5.4.1.Joint Fabrication
  • 5.4.2.Fabrication Based on ISO
  • 5.5.Jacket Assembly and Erection
  • 5.6.Weight Control
  • 5.6.1.Weight Calculation
  • 5.7.Loads from Transportation, Launch and Lifting Operations
  • 5.8.Lifting Procedure and Calculations
  • 5.8.1.Lifting Calculations
  • 5.8.2.Lifting Structural Calculations
  • 5.8.3.Lift Point Design
  • 5.8.4.Clearances
  • 5.8.5.Lifting Calculation Report
  • 5.9.Load-out Process
  • 5.10.Transportation Process
  • 5.10.1.Supply Boats
  • 5.10.2.Anchor-handling Boats
  • 5.10.3.Towboats
  • 5.10.4.Towing
  • 5.10.5.Drilling Vessels
  • 5.10.6.Crew Boats
  • 5.10.7.Barges
  • 5.10.8.Crane Barges
  • 5.10.9.Offshore Derrick Barges (Fully Revolving)
  • 5.10.10.Jack-up Construction Barges
  • 5.11.Transportation Loads
  • 5.12.Launching and Upending Forces
  • 5.13.Installation and Pile Handling
  • Contents note continued: 6.Corrosion Protection
  • 6.1.Introduction
  • 6.1.1.Corrosion in Seawater
  • 6.1.2.Corrosion of Steel in Seawater
  • 6.1.3.Choice of System Type
  • 6.1.4.Geometric Shape
  • 6.2.Coatings and Corrosion Protection of Steel Structures
  • 6.3.Corrosion Stresses Due to the Atmosphere, Water and Soil
  • 6.3.1.Classification of Environments
  • 6.3.2.Mechanical, Temperature and Combined Stresses
  • 6.4.Cathodic Protection Design Considerations
  • 6.4.1.Environmental Parameters
  • 6.4.2.Design Criteria
  • 6.4.3.Protective Potentials
  • 6.4.4.Negative Impact of CP on the Structure Jacket
  • 6.4.5.Galvanic Anode Materials Performance
  • 6.4.6.CP Design Parameters
  • 6.4.7.Design Calculation for CP System
  • 6.5.Design Example
  • 6.6.General Design Considerations
  • 6.7.Anode Manufacture
  • 6.8.Installation of Anodes
  • 6.9.Allowable Tolerance for Anode Dimensions
  • 6.9.1.Internal and External Inspection
  • Contents note continued: 7.Assessment of Existing Structures and Repairs
  • 7.1.Introduction
  • 7.2.API RP2A: Historical Background
  • 7.2.1.Environmental Loading Provisions
  • 7.2.2.Regional Environmental Design Parameters
  • 7.2.3.Member Resistance Calculation
  • 7.2.4.Joint Strength Calculation
  • 7.2.5.Fatigue
  • 7.2.6.Pile Foundation Design
  • 7.3.Den/​HSE Guidance Notes for Fixed Offshore Design
  • 7.3.1.Environmental Loading Provisions
  • 7.3.2.Joint Strength Equations
  • 7.3.3.Fatigue
  • 7.3.4.Foundations
  • 7.3.5.Definition of Design Condition
  • 7.3.6.Currents
  • 7.3.7.Wind
  • 7.3.8.Waves
  • 7.3.9.Deck Air Gap
  • 7.3.10.Historical Review of Major North Sea Incidents
  • 7.4.Historical Assessment of Environmental Loading Design Practice
  • 7.4.1.Environmental Parameters for Structure Design
  • 7.4.2.Fluid Loading Analysis
  • 7.5.Development of API RP2A Member Resistance Equations
  • 7.6.Allowable Stresses for Cylindrical Members
  • 7.6.1.Axial Tension
  • Contents note continued: 7.6.2.Axial Compression
  • 7.6.3.Bending
  • 7.6.4.Shear
  • 7.6.5.Hydrostatic Pressure
  • 7.6.6.Combined Axial Tension and Bending
  • 7.6.7.Combined Axial Compression and Bending
  • 7.6.8.Combined Axial Tension and Hydrostatic Pressure
  • 7.6.9.Combined Axial Compression and Hydrostatic Pressure
  • 7.6.10.AISC Historical Background
  • 7.6.11.Pile Design Historical Background
  • 7.6.12.Effects of Changes in Tubular Member Design
  • 7.7.Failure Due to Fire
  • 7.7.1.Degree of Utilization
  • 7.7.2.Tension Member Design by EC3
  • 7.7.3.Unrestrained Beams
  • 7.7.4.Example: Strength Design for Steel Beams
  • 7.7.5.Steel Column: Strength Design
  • 7.7.6.Case Study: Deck Fire
  • 7.8.Case Study: Platform Failure
  • 7.8.1.Strength Reduction
  • 7.8.2.Environmental Load Effect
  • 7.8.3.Structure Assessment
  • 7.9.Assessment of Platform
  • 7.9.1.Nonlinear Structural Analysis in Ultimate Strength Design
  • 7.9.2.Structural Modeling
  • Contents note continued: 7.9.3.Determining the Probability of Structural Failure
  • 7.9.4.Offshore Structure Acceptance Criteria
  • 7.9.5.Reliability Analysis
  • 7.9.6.Software Requirement
  • 7.10.Case Study: Platform Decommissioning
  • 7.11.Scour Problem
  • 7.12.Offshore Platform Repair
  • 7.12.1.Deck Repair
  • 7.12.2.Load Reduction
  • 7.12.3.Jacket Repair
  • 7.12.4.Dry Welding
  • 7.12.5.Example: Platform Underwater Repair
  • 7.12.6.Example: Platform "Shear Pups" Repair
  • 7.12.7.Case Study: Underwater Repair for Platform Structure
  • 7.12.8.Case Study: Platform Underwater Repair
  • 7.12.9.Clamps
  • 7.12.10.Example: Drilling Platform Stabilization after Hurricane Lili
  • 7.12.11.Grouting
  • 7.12.12.Composite Technology
  • 7.12.13.Example: Using FRP
  • 7.12.14.Case Study: Conductor Composite Repair
  • 7.12.15.Fiberglass Access Decks
  • 7.12.16.Fiberglass Mud Mats
  • 7.12.17.Case Study: Repair of the Flare Jacket
  • 7.12.18.Case Study: Repair of Bearing Support
  • Contents note continued: 8.Risk-Based Inspection Technique
  • 8.1.Introduction
  • 8.2.SIM Methodology
  • 8.3.Qualitative Risk Assessment for Fleet Structures
  • 8.3.1.Likelihood (Probability) Factors
  • 8.3.2.Consequence Factors
  • 8.3.3.Overall Risk Ranking
  • 8.4.Underwater Inspection Plan
  • 8.4.1.Underwater Inspection (According to API SIM 2005)
  • 8.4.2.Baseline Underwater Inspection
  • 8.4.3.Routine Underwater Inspection Scope of Work
  • 8.4.4.Inspection Plan Based on ISO 9000
  • 8.4.5.Inspection and Repair Strategy
  • 8.4.6.Flooded Member Inspection
  • 8.5.Anode Retrofit Maintenance Program
  • 8.6.Assessment Process
  • 8.6.1.Collecting Data
  • 8.6.2.Structure Assessment
  • 8.7.Mitigation and Risk Reduction
  • 8.7.1.Consequence Mitigation
  • 8.7.2.Reduction of the Probability of Platform Failure
  • 8.8.Occurrence of Member Failures with Time
  • Bibliography.
Notes
  • Includes bibliographical references (p. 633-634) and index.
  • Online version of the print title.
Access Conditions
  • License restrictions may limit access.
Technical Details
  • System requirements: Internet connectivity, World Wide Web browser, and Adobe Acrobat reader.
  • Mode of access: World Wide Web.
Language
  • English
ISBN
  • 9780123854759
Dewey Number
  • 627/​.98
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