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1.

電子ブック
ＥＢ
1. Underground infrastructures : planning, design, and construction
R. K. Goel, Bhawani Singh, Jian Zhao, R.K.; Singh, Bhawani; Zhao, Jian Goel
出版情報: Elsevier ScienceDirect Books , Butterworth-Heinemann, 2012
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Preface
Introduction / 1：
Underground Space and Its Requirement / 1.1：
History of Underground Space Use / 1.2：
Underground Space for Sustainable Development / 1.3：
What Should Be Done? / 1.4：
Future of Underground Space Facilities / 1.5：
Scope of the Book / 1.6：
References
Classification of Underground Space / 2：
General / 2.1：
Major Classification Grouping / 2.2：
Function / 2.2.1：
Geometry / 2.2.2：
Origin / 2.2.3：
Site Features / 2.2.4：
Project Features / 2.2.5：
Benefits and Drawbacks of Underground Facilities / 2.3：
Important Considerations / 3：
Geological Considerations / 3.1：
Engineering Considerations / 3.2：
Psychological and Physiological Considerations / 3.3：
Image of the Underground / 3.3.1：
Actual Experiences in Underground Buildings / 3.3.2：
Actual Experience in Windowless and Other Analogous Environments / 3.3.3：
Potential Psychological Problems Associated with Underground Space / 3.3.4：
Mitigating Factors / 3.3.5：
Choosing to Go Underground-General Advantages / 3.4：
Potential Physical Benefits / 3.4.1：
Protection / 3.4.2：
Security / 3.4.3：
Aesthetics / 3.4.4：
Environmental Advantages / 3.4.5：
Materials / 3.4.6：
Initial Cost/Land Cost Savings / 3.4.7：
Construction Savings / 3.4.8：
Sale of Excavated Material or Minerals / 3.4.9：
Savings in Specialized Design Features / 3.4.10：
Operating Cost/Maintenance / 3.4.11：
Energy Use / 3.4.12：
Land Use Efficiency / 3.4.13：
Disaster Readiness/National Security / 3.4.14：
Drawbacks of Underground Space Use / 3.5：
Physical / 3.5.1：
Climate Isolation / 3.5.2：
Communication / 3.5.3：
Human Occupancy / 3.5.4：
Safety Considerations / 3.6：
Fire Explosion / 3.6.1：
Oxygen Shortage/Poisoning / 3.6.2：
Flood / 3.6.3：
Electric Power Failure / 3.6.4：
Ventilation / 3.7：
Legal and Administrative Considerations / 3.8：
Limits of Surface Property Ownership / 3.8.1：
Ownership and the Right to Develop Subsurface Space / 3.8.2：
Application of Surface Land Use Regulations / 3.8.3：
Environmental Controls / 3.8.4：
Restrictions due to Surface and Subsurface Structures / 3.8.5：
Economic Considerations / 3.9：
Underground Space Planning / 4：
Forms of Underground Space Available and Uses / 4.1：
Level-Wise Planning of Underground Space Use / 4.2：
Future Forms of Underground Space Use / 4.3：
Technology for Underground Development / 4.4：
Conceptual Designs / 4.5：
Cost Considerations / 4.6：
Planning of Underground Space / 4.7：
Underground Storage of Food Items / 5：
Section 1 / 5.1：
Problems Associated with Underground Food Storage / 5.2：
Site Selection / 5.3：
Construction and Design / 5.4：
Depth / 5.4.1：
Unit Size / 5.4.2：
Lining / 5.4.3：
Loading and Unloading Equipment / 5.4.4：
Equipment to Equilibrate Grain Temperature during Loading and Unloading / 5.4.5：
Considerations while Loading the Storage / 5.4.6：
Considerations prior to Unloading of Underground Storage / 5.4.7：
Underground Storage Bins in Argentina / 5.4.8：
Potato Storage / 5.5：
Section 2
Refrigerated Rock Stores / 5.6：
Design of Underground Cold Storage / 5.7：
Shape and Size / 5.7.1：
Thermal Properties / 5.7.2：
Cost Comparison / 5.8：
Case Histories / 5.9：
Warehouse Caverns in Singapore / 5.9.1：
Cold Storage Plant in Bergen, Norway / 5.9.2：
Underground Storage of Water / 6：
Water Storage by Recharge Methods / 6.1：
Controlling Factors / 6.2.1：
Recharge Methods / 6.2.2：
Underground Rock Cavern Tank Storage / 6.3：
Function and Location of Water Tanks / 6.3.1：
Comparison between Aboveground and Underground Water Tanks / 6.3.2：
Planning and Design / 6.3.3：
Cost for Underground Cavern Storage / 6.3.4：
Construction and Maintenance Experience / 6.3.5：
The Kvernberget Rock Cavern Tank / 6.4：
The Steinan Rock Cavern Tank, Norway / 6.4.2：
The Groheia Rock Cavern Tank in Kristiansand, Norway / 6.4.3：
Underground Parking / 7：
Types of Parking Facilities / 7.1：
Various Modern Mechanical Underground Parking Options / 7.3：
Trevipark System / 7.3.1：
Douskos Car Parks-Mechanical Underground Parking Station Systems / 7.3.2：
Evaluation Criteria of a Site for Underground Parking / 7.4：
Design of Underground Parking Facilities / 7.5：
Parking Guidance System / 7.6：
Parking Lot Security / 7.7：
Ventilation in Underground Car Parks / 7.8：
Economics of Underground Parking Facilities / 7.9：
Sydney Opera House Underground Car Park / 7.10：
Munich Automated Underground Parking System, Germany / 7.10.2：
Underground Metro and Road Tunnels / 8：
Findings of International Tunnelling Association / 8.1：
Tunnel Boring Machine (TBM) / 8.2：
Tunnel Boring Machines for Hard Rocks / 8.2.1：
Shielded Tunnel Boring Machines / 8.2.2：
Precast Lining / 8.3：
Building Condition Survey and Vibration Limit / 8.4：
Impact on Structures / 8.5：
Subsidence / 8.6：
Half-Tunnels for Roads / 8.7：
Road Tunnels / 8.8：
Traffic Safety / 8.8.1：
Construction Details / 8.8.3：
Precautions to Protect Road Tunnels from Deterioration / 8.8.4：
Cost of Construction / 8.8.5：
Subsea Tunnels / 8.9：
Maintenance / 8.9.1：
Gotthard Base Tunnel (GBT) / 8.10：
Lötschberg Base Tunnel (LBT) / 8.10.2：
Underground Storage of Crude Oil, Liquefied Petroleum Gas, and Natural Gas / 9：
Investigations and Design / 9.1：
Underground Storage Technology / 9.3：
Underground Unlined Storage / 9.3.1：
Underground Lined Storage / 9.3.2：
Storage of Natural Gas / 9.4：
Tunnel-Shaped Storage Facility / 9.5：
Disadvantages / 9.5.1：
Separation Distance between Caverns / 9.5.2：
Multitank Storage (Polytank) Concept / 9.6：
Construction Principles / 9.6.1：
Rock Mechanics of Polytank Storage / 9.6.2：
Field of Applications / 9.6.3：
Advantages / 9.6.4：
General Advantages and Disadvantages of Underground Storages / 9.7：
Inground Tanks / 9.7.1：
Cost Aspects / 9.8.1：
Effect of Earthquake / 9.10：
Carbon Dioxide Sequestration / 9.11：
Civic Facilities Underground / 10：
Sewage and Waste Water Treatment Plant / 10.1：
Case Example of Cost Comparison / 10.2.1：
Sports Center / 10.3：
Underground Ice Rink / 10.3.1：
Swimming Center / 10.3.2：
Underground Pedestrian Path / 10.4：
Operation of the System / 10.4.1：
Shopping Mall / 10.5：
Underground Recreational Facilities / 10.6：
Underground Structures for Hydroelectric Projects / 11：
Recent Developments in Planning of Hydroelectric Projects / 11.1：
Types of Underground Structures / 11.3：
Principles of Planning / 11.4：
Fundamental Requirements / 11.5：
Planning a Cavern / 11.6：
Design of a Cavern / 11.7：
Space and Geometries / 11.7.1：
Geotechniques / 11.7.2：
Orientation / 11.7.3：
Excavation Sequence and Techniques / 11.7.4：
In Situ Stresses / 11.7.5：
Earthquake Forces / 11.7.6：
Supports / 11.7.7：
Advantages and Disadvantages / 11.8：
Churchill Falls Hydroelectric Project / 11.9：
Chhibro Underground Powerhouse / 11.9.2：
Tala Hydroelectric Project, Bhutan / 11.9.3：
Summary / 11.10：
Underground Shelters for Wartime / 12：
State-of-the-Art Defense Shelters / 12.1：
Shelter Options / 12.3：
Design of Shelters / 12.4：
Basement Shelters / 12.4.1：
Expedient Shelter Designs / 12.4.2：
Civil Defense Shelter in Singapore / 12.5：
Beijing's Underground City / 12.5.2：
Underground Storage of Ammunitions and Explosives / 13：
Explosion Effects in Underground Ammunition Storage Sites / 13.1：
Advantages and Disadvantages of Underground Storage / 13.3：
Storage Limitations / 13.4：
Ammunition Containing Flammable Liquids or Gels / 13.4.1：
Ammunition Containing Toxic Agents / 13.4.2：
Suspect Ammunition and Explosives / 13.4.3：
Ammunition Containing Pyrotechnics / 13.4.4：
Ammunition Containing Depleted Uranium / 13.4.5：
Design Requirements of Underground Ammunition Storage Facility / 13.5：
Safety Requirements / 13.5.1：
Military Requirements / 13.5.2：
Financial Aspects / 13.5.3：
Humidity Control and Ventilation / 13.5.4：
Electric Installations and Equipment / 13.5.5：
Lightning Protection / 13.5.6：
Transport and Handling Equipment / 13.5.7：
Fire-Fighting Equipment / 13.5.8：
Facility Layout / 13.6：
Design Guidelines / 13.6.1：
Underground Chambers / 13.6.2：
Exits / 13.6.3：
Branch Passageways / 13.6.4：
Blast Closures / 13.6.5：
Expansion Chambers / 13.6.6：
Constrictions / 13.6.7：
Debris Traps within Underground Facility / 13.6.8：
Blast Traps / 13.6.9：
Portal Barricade / 13.6.10：
Interior Wall Roughness / 13.6.11：
Depth of Cover above Storage Chambers / 13.6.12：
Chamber Separation Requirement / 13.6.13：
Sympathetic Detonation by Rock Spall / 13.7：
Case History / 13.8：
Underground Ammunition Storage Facility, Singapore
Underground Nuclear Waste Repositories / 14：
Types of Radioactive Nuclear Waste / 14.1：
Underground Research Laboratory / 14.3：
Stripa Underground Research Facility / 14.3.1：
Concept of Barriers / 14.4：
Design Aspects of Underground Repository / 14.5：
Vertical Emplacement in a Pit / 14.5.1：
Alternative System Layout for Very Long Hole (VLH) / 14.5.2：
Instrumentation / 14.6：
Retrievability of Canister / 14.7：
Public Acceptance of Radioactive Waste Repository / 14.8：
Contractual Risk Sharing / 15：
The Risk / 15.1：
Management of Risk / 15.2：
Risk Management Tools-Fault Tree Analysis / 15.2.1：
Recommendations of International Tunnelling Association / 15.2.2：
Recommendations of International Standard Organisation / 15.2.3：
Role of Engineering Leaders / 15.2.4：
Construction Planning and Risk / 15.3：
Time and Cost Estimates / 15.4：
Annexure
Index
Preface
Introduction / 1：
Underground Space and Its Requirement / 1.1：
2.

電子ブック
ＥＢ
2. Handbook of Green Building Design and Construction : LEED, BREEAM, and Green Globes
Sam Kubba
出版情報: Elsevier ScienceDirect Books , Butterworth-Heinemann, 2012
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Foreword
Acknowledgments
Introduction: The Green Movement-Myths, History, and Overview
Green Building: Myths and Realities
Green Building and the Green Movement: its History
Green Building: An Overview
The U.S. Built Environment
Green Concepts and Vocabulary / 1：
The Green Building Movement Today / 1.1：
Green Basics-What Makes a Building Green? / 1.2：
Going Green: Incentives, Barriers, and Benefits / 1.3：
Establishing Measurable Green Criteria / 1.4：
Emerging Directions / 1.5：
Components of Sustainable Design and Construction / 2：
Introduction / 2.1：
Green Building Evaluation Systems / 2.2：
USGBC's LEED Certification and Rating System / 2.3：
The Green Globes Rating System / 2.4：
Green Rating Standards Used Worldwide / 2.5：
Green Design and the Construction Process / 3：
Green Building Principles and Components / 3.1：
High-Performance Design Strategies / 3.3：
Design Process for High-Performance Buildings / 3.4：
Green Project Delivery Systems / 3.5：
Traditional Green Design-Bid-Build Project Delivery / 3.6：
Green Construction Management / 3.7：
Green Design-Build Project Delivery / 3.8：
Green Project Cost Monitoring and Closeout / 4：
Front-End Analysis / 4.1：
Requisition Format / 4.3：
Site Visits and Observations / 4.4：
Loan Disbursements-Draw Application Reviews / 4.5：
Preparing the Project Status Report / 4.6：
Final Certification and Project Closeout / 4.7：
Quality Control and Quality Assurance / 4.8：
Building Information Modeling / 5：
Brief History and Overview / 5.1：
Basic Benefits, Challenges, and Risks of Using BIM / 5.2：
Integrated Project Delivery-Sharing Intelligent Data for Sustainable Solutions / 5.3：
Building Form with BIM / 5.4：
Building Systems with BIM / 5.5：
The Future of BIM and Its Use Worldwide / 5.6：
Green Building Materials and Products / 6：
Low-Emitting Materials / 6.1：
Building and Material Reuse / 6.3：
Construction Waste Management / 6.4：
Recycled Materials / 6.5：
Regional Materials / 6.6：
Rapidly Renewable Materials / 6.7：
Green Office Equipment / 6.8：
Forestry Certification and Certified Wood / 6.9：
Life-Cycle Assessment and Cost Analysis of Building Materials and Products / 6.10：
Third-Party Certification / 6.11：
Indoor Environmental Quality / 7：
Factors That Affect Indoor Environmental Quality / 7.1：
Ventilation and Filtration / 7.3：
Building Materials and Finishes: Emittance Levels / 7.4：
Indoor Environmental Quality Best Practices / 7.5：
Water Efficiency and Sanitary Waste / 8：
Wastewater Strategy and Water Reuse/Recycling / 8.1：
Water Fixtures and Water Use Reduction Strategies / 8.3：
Retention and Detention Ponds, Bioswales, and Other Systems / 8.4：
Impact of Energy and Atmosphere / 9：
The Building Envelope / 9.1：
Intelligent Energy Management Systems / 9.3：
Mechanical Systems: Air Conditioning, Heating, and Ventilation / 9.4：
Electrical Power and Lighting Systems / 9.5：
Solar Energy Systems / 9.6：
Federal Tax Credits Energy Efficiency / 9.7：
Fire Suppression and Protection Systems / 9.8：
Green Design and Building Economics / 10：
Costs and Benefits of Green Design / 10.1：
Life-Cycle Costing / 10.3：
Tax Benefits and Incentives / 10.4：
Other Green Building Costs / 10.5：
Economic Analysis Tools and Methods / 10.6：
Green Project Commissioning / 11：
Fundamental Commissioning Basics: What is Commissioning? / 11.1：
Building Commissioning Objectives, Benefits, and Costs / 11.3：
Planning the Commissioning Process / 11.4：
Commissioning Authority (Commissioning Service Provider) / 11.5：
The Commissioning Process / 11.6：
Project Cost Analysis / 12：
Budget Development and Requirements / 12.1：
Project Buyout and Bid Shopping / 12.3：
General Conditions and Supplemental Conditions / 12.4：
Contingencies and Allowances / 12.5：
Green Project Cost Management / 12.6：
Green Specifications and Documentation / 13：
Do We Need Specifications? / 13.1：
Specification Types and Categories / 13.3：
Developing the Project Manual / 13.4：
Organization and Format of Specifications / 13.5：
Greening Specifications / 13.6：
Computerized Specification-Writing Systems / 13.7：
Liability Issues / 13.8：
Types of Building Contract Agreements / 14：
Bidding Process and Building Contract Types / 14.1：
Bid Solicitation and Types of Building Contracts / 14.3：
American Institute of Architects Contract Documents / 14.4：
ConsensusDOCS Contract Documents / 14.5：
Engineers Joint Contract Documents Committee Contract Documents / 14.6：
Green Business Development / 15：
The Office: Home-Based versus Bricks and Mortar / 15.1：
Creating a Successful Business Plan / 15.3：
Startup Basics / 15.4：
Creating an Image and Marketing a New Business / 15.5：
Tracking and Identifying Sources for Leads / 15.6：
The Importance of Selling Yourself / 15.7：
Forms, Licenses and Permits, Insurance, and Banking / 15.8：
Taxes, Strategies, and Incentives / 15.9：
The Internet and Online Marketing / 15.10：
Building Green Litigation and Liability Issues / 16：
Failure, Negligence, and Standard of Care / 16.1：
Alternative Dispute Resolution versus Traditional Litigation / 16.4：
Insurance Programs and Requirements / 16.5：
Appendices
Acronyms and Abbreviations / A：
Glossary / B：
Bibliography
Index
Foreword
Acknowledgments
Introduction: The Green Movement-Myths, History, and Overview
3.

電子ブック
ＥＢ
3. Offshore structures : design, construction and maintenance
Mohamed Abdallah El-Reedy
出版情報: Elsevier ScienceDirect Books , Gulf Professional Publishing, 2012
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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：
4.

電子ブック
ＥＢ
4. Fatigue Design of Steel and Composite Structures: Eurocode 3: Design of Steel Structures, Part 1-9 - Fatigue, Eurocode 4: Design of Composite Steel and Concrete Structures
Alain Nussbaumer, Luis Borges, Laurence Davaine, European Convention for Constructional Steelwork.
出版情報: Wiley Online Library - AutoHoldings Books , Hoboken : John Wiley & Sons, Inc., 2011
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5.

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ＥＢ
5. Fatigue of Materials and Structures - Fundamentals
Claude Bathias, Andr? Pineau
出版情報: Wiley Online Library - AutoHoldings Books , John Wiley & Sons, Inc., 2010
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6.

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6. Formulas for Stress, Strain, and Structural Matrices (2nd Edition)
Walter D. Pilkey
出版情報: Wiley Online Library - AutoHoldings Books , John Wiley & Sons, Inc., 2004
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Preface
Acknowledgments
Introduction / 1：
Geometric Properties of Plane Areas / 2：
Stress and Strain / 3：
Mechanical Properties and Testing of Engineering Materials / 4：
Experimental Stress Analysis / 5：
Stress Concentration / 6：
Fracture Mechanics and Fatigue / 7：
Joints / 8：
Contact Stresses / 9：
Dynamic Loading / 10：
Beams and Columns / 11：
Torsion and Extension of Bars / 12：
Frames / 13：
Torsion of Thin-Walled Beams / 14：
Cross-Sectional Stresses: Combined Stresses / 15：
Curved Bars / 16：
Rotors / 17：
Plates / 18：
Thick Shells and Disks / 19：
Thin Shells / 20：
Fundamental Mathematics / Appendix I：
Structural Members / Appendix II：
Structural Systems / Appendix III：
Index
Preface
Acknowledgments
Introduction / 1：
7.

電子ブック
ＥＢ
7. Ground Anchors and Anchored Structures
Xanthakos
出版情報: Wiley Online Library - AutoHoldings Books , John Wiley & Sons, Inc., 1991
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State of the Art / 1：
Function Of Ground Anchors / 1-1：
Origin And First Applications / 1-2：
Current Demand For Anchorages / 1-3：
Tiebacks And Tied-Back Walls / 1-4：
Compatibility With Ground Engineering Problems / 1-5：
Constructional Feasibility And Requirements / 1-6：
Statistical And Regional Data: Brief Review / 1-7：
References
The Anchor System: Components and Installation / 2：
Basic Considerations / 2-1：
Anchor Grouping And Classification / 2-2：
Anchor Assembly And Parts / 2-3：
Anchor Tendon / 2-4：
Tendon Characteristics / 2-5：
Anchor Head / 2-6：
Anchor Hole Drilling / 2-7：
Water Testing And Waterproofing By Pregrouting / 2-8：
Tendon Preparation And Installation / 2-9：
Grouting / 2-10：
Anchor Stressing And Jacking / 2-11：
Construction Limitations / 2-12：
Examples Of Anchor Systems Used In North America / 2-13：
Special Anchor Systems / 3：
Removable And Extractable Anchors / 3-1：
Compression, Compressed Bond And Compressed Tube Anchors / 3-2：
Multibell (Underreamed) Anchors / 3-3：
Regroutable Anchors / 3-4：
Pressure Bulb Soil Anchors / 3-5：
Anchors For Special Conditions / 3-6：
Caisson-Type Anchors / 3-7：
The Injection Bauer Anchor System / 3-8：
Vertical Anchors / 3-9：
The Transfer of Load and Modes of Failure / 4：
General Considerations / 4-1：
Steel Tendon; Failure Mechanism And Analysis / 4-2：
Failure Of Grout-Tendon Bond And Safe Bond Length / 4-3：
Failure Of Ground-Grout Bond / 4-4：
Failure Of Anchors In Rock-Straight Shaft / 4-5：
Failure Of Underreamed Anchors In Rock / 4-6：
Failure Of Compressed Tube Anchors In Rock / 4-7：
Failure Of Anchors In Sand / 4-8：
Failure Of Anchors In Clay / 4-9：
Creep And Long-Term Loading / 4-10：
Repetitive Loading / 4-11：
Design Considerations / 5：
Ground And Site Investigations / 5-1：
Legal Considerations / 5-2：
Stability Of A Mass Of Ground / 5-3：
Selection Of Fixed Anchor Location / 5-4：
Selection Of Anchor Spacing And Inclination / 5-5：
Selection Of Anchor Type, Length And Diameter / 5-6：
Design Of Anchor Head / 5-7：
Estimation Of Lockoff Or Transfer Load / 5-8：
Loads Acting On Anchors / 5-9：
Factors Of Safety / 5-10：
Suggested Design Procedure / 5-11：
Corrosion And Corrosion Protection / 6：
General Requirements / 6-1：
Definition And Mechanism Of Corrosion / 6-2：
Types Of Corrosion / 6-3：
Aggressivity Of Environments / 6-4：
Risk Of Corrosion And Aggressive Circumstances For Anchorages / 6-5：
Objectives Of Corrosion Protection / 6-6：
Requirements Of Corrosion Protection / 6-7：
Protective Systems Of The Free Length / 6-8：
Protective Systems Of The Fixed Length / 6-9：
Protective Systems Of The Anchor Head / 6-10：
Cathodic Protection / 6-11：
Preprotected Bond Length Anchors / 6-12：
A Brief Survey Of Corrosion Incidents / 6-13：
Documented Performance Of Anchorages / 6-14：
Stressing, Testing, And Acceptance Criteria / 7：
Basic Stressing Techniques / 7-1：
Examples Of Stressing Systems / 7-2：
Load And Extension Measurements / 7-3：
Factors Affecting Interpretation Of Stressing Results / 7-4：
Ideal Mechanism Of Tendon Stressing / 7-5：
Precontract Tests / 7-6：
Acceptance Tests Of Production Anchors / 7-7：
Basic On-Site Suitability Tests / 7-8：
Typical Example Of Anchor Testing And Stressing / 7-9：
Creep Tests / 7-10：
Long-Term Monitoring Tests / 7-11：
Service Behavior And Acceptance Criteria / 7-12：
Available Remedies For Failed Anchors / 7-13：
Requirements Of Stressing And Monitoring Equipment / 7-14：
Uses And Applications / 8：
Anchor-Structure Grouping / 8-1：
Anchored-Wall Characteristics And Applicability / 8-2：
Intermittent Structures / 8-3：
Shotcrete Used With Prestressing / 8-4：
Tall And Massive Structures / 8-5：
Use Of Anchors To Improve Slope Stability / 8-6：
Applications For Dam Strengthening And Restoration / 8-7：
Soil Preconsolidation And Soil Heave Control / 8-8：
Anchorages For Concentrated Forces / 8-9：
Anchorages To Secure Caverns / 8-10：
Anchorages For Tunnels / 8-11：
Anchorages For Underpinning / 8-12：
Anchorages For Deep Excavations / 8-13：
Anchorages For Long Excavations / 8-14：
Anchoring Of Foundation Structures / 8-15：
Waterfront Installations And Offshore Structures / 8-16：
Design Principles Of Anchored Structures / 9：
Dam Stabilization By Prestressing / 9-1：
Anchorage Reinforcement Of Soil In Soft Ground Tunneling / 9-2：
Soil Preconsolidation By Prestressing / 9-3：
Control Of Swelling In Rock Tunnels / 9-4：
Anchorages For Rock Caverns And Tunnels By Semiempirical Design / 9-5：
Rock Tunnel Reinforcement By Equivalent Support Methods / 9-6：
Effect Of Confining Pressure In Rock Caverns And Tunnels / 9-7：
The Exponential Formulation Theory For Rock Openings / 9-8：
Spiling Reinforcement In Rock Tunnels / 9-9：
Elastic And Plastic Behavior Of Rock Tunnels / 9-10：
Rock Tunnel Reinforcement By The Convergence-Confinement Method / 9-11：
Underground Opening In Blocky Rock--The "Block Theory" / 9-12：
Principles Of Rock Slope Engineering / 9-13：
Analysis Of Plane Slides in Rock Slopes / 9-14：
Wedge Failure In Rock Slopes / 9-15：
Other Methods Of Analysis And Support Of Rock Slopes / 9-16：
Structures Resisting Concentrated Forces / 9-17：
Analysis Of Anchored Foundation Mats And Rafts / 9-18：
Consideration Of Dynamic Loads / 9-19：
Fundamentals Of Anchored Walls / 9-20：
Procedures For Estimating Lateral Stresses And Deformations / 9-21：
Empirical Guidelines For Control Of Movement / 9-22：
General Stability Of The Ground-Anchored Wall System / 9-23：
Estimation Of Anchor Loads / 9-24：
Analysis Of Anchored Walls By Finite-Element Methods / 9-25：
Miscellaneous Topics Relevant To Anchored Wall Design / 9-26：
Numerical Procedures / 9-27：
Underpinning Considerations / 9-28：
Limit States In The Design Of Anchored Walls / 9-29：
Design Examples / 10：
Anchorages At Devonport Nuclear Complex / 10-1：
Rock Slope Stabilization By Prestressing / 10-2：
Development Of A Design And Testing Program / 10-3：
Example Of NATM--The Arlberg Tunnel / 10-4：
Stabilizing Effect Of Anchoring In A Circular Tunnel / 10-5：
Estimation Of Anchor Capacity By Equivalent Support Method / 10-6：
Design Of An Anchored Wall By Limiting Equilibrium Methods / 10-7：
Design Of An Anchored Slurry Wall / 10-8：
Procedure Of Anchored Wall Design By Elastic-Plastic Method / 10-9：
Example Of Limit State Design For Anchored Wall / 10-10：
Observed Performance of Anchored Structures / 11：
Monitoring Guidelines / 11-1：
Effects Of Single Anchor Failure In A Group / 11-2：
Long-Term Performance Of Anchorage At Devonport / 11-3：
Surveillance Program To Check Rock Slope Stability / 11-4：
Field Study Of Spiling Reinforcement For Rock Tunnel / 11-5：
Field Studies On Freezing And Thawing Effects / 11-6：
The Kops Powerhouse, Austria / 11-7：
Behavior Of Anchored Walls In London Clay / 11-8：
Field Studies Of Special Anchorages / 11-9：
Analysis Of Ground Movement In London Clay By Finite-Element Methods / 11-10：
Observed Performance Of Rigid Wall At World Trade Center / 11-11：
Inclined Wall For The Munich Subway / 11-12：
Observed Performance Of Hybrid Construction / 11-13：
Index
Corrosion and Corrosion Protection
Stressing, Testing, and Acceptance Criteria
Uses and Applications
Design Principles of Anchored Structures
State of the Art / 1：
Function Of Ground Anchors / 1-1：
Origin And First Applications / 1-2：
8.

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ＥＢ
8. Building Surveys and Reports
James E. H. Douglas, Edward A. Noy
出版情報: Wiley Online Library - AutoHoldings Books , Chichester : Wiley-Blackwell, 2011
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目次情報: 続きを見る
Preface to Fourth Edition
Acknowledgements
General Principles and Responsibilities / 1：
What is a building survey / 1.1：
Housing quality initiatives / 1.2：
Other housing quality initiatives / 1.3：
Housing health and safety rating system (HHSRS) / 1.4：
Domestic survey implications / 1.5：
NonâÇôdomestic condition rating system / 1.6：
Condition appraisal / 1.7：
The purpose of the survey / 1.8：
SurveyorâDzs responsibilities / 1.9：
Contracts and fees / 1.10：
Procedure and Equipment / 2：
Basic survey methodology / 2.1：
Preliminary operations / 2.2：
Property risks / 2.3：
Equipment for measured drawing surveys / 2.4：
Equipment for surveying buildings and examining defects / 2.5：
Measurement of Existing Buildings / 3：
Preliminaries / 3.1：
Internal measuring / 3.2：
Roof space / 3.3：
External measuring / 3.4：
Levelling / 3.5：
Plotting the survey / 3.6：
Surveys of Historic Buildings / 4：
General considerations / 4.1：
Medieval churches / 4.2：
Church towers / 4.3：
Church bells and fittings / 4.4：
Measured drawings / 4.5：
Foundation Failures / 5：
Introduction / 5.1：
Causes of failure / 5.2：
Differential movement / 5.3：
Inadequate foundations / 5.4：
Overloading / 5.5：
Unequal settlement / 5.6：
Effect of tree roots / 5.7：
Shallow foundations / 5.8：
Building on sloping sites / 5.9：
Building on made up ground / 5.10：
Diagnosis / 5.11：
Defective Walls and Partitions Above Ground / 6：
Type of failure / 6.1：
Bulging and leaning walls / 6.2：
Thermal and moisture movements / 6.3：
Failure in arches and lintels / 6.5：
Defective materials and chemical action / 6.6：
Failures in bonding and defects at junctions / 6.7：
Frost failure / 6.8：
Cavity walls / 6.9：
BuiltâÇôin iron and steel members / 6.10：
Tile and slate hanging and weatherboarding / 6.11：
Partitions / 6.12：
Assessment of cracks / 6.13：
Natural stone masonry / 6.14：
Defects in stonework / 6.15：
Cast stone / 6.16：
Recording defects / 6.17：
Reinforced Concrete, Cladding Materials and Structural Steelwork / 7：
Description / 7.1：
Corrosion and cracking / 7.2：
Aggregates / 7.3：
High alumina cement / 7.4：
Thermal expansion / 7.5：
Frost damage / 7.6：
Electrolytic action / 7.7：
Lightweight aggregates / 7.8：
Deflection / 7.9：
Brick panel walls in reinforced concrete frames / 7.10：
NoâÇôfines concrete housing / 7.12：
Autoclaved aerated concrete / 7.13：
Concrete cladding defects / 7.14：
Joint problems / 7.16：
Metallic fasteners / 7.17：
Metal profile sheeting / 7.18：
Damp Penetration and Condensation / 7.19：
Damp courses / 8.1：
Solid walls with DPC absent or defective / 8.3：
Stone walls in older buildings / 8.5：
Basement walls and floors / 8.6：
Heaped earth or paving against walls and bridging of rendering / 8.7：
Internal partitions / 8.8：
Rising damp in ground floors / 8.9：
Rising damp in old timberâÇôframed buildings / 8.10：
Locating damp penetration / 8.11：
Parapet walls / 8.12：
Leaks in plumbing systems / 8.13：
Causes / 8.15：
Problems with flues / 8.17：
Timber Decay and Insect Attack / 9：
Conclusion / 9.1：
Roof Structures and Coverings / 10：
General investigations / 10.1：
Defects from natural causes / 10.3：
Timber pitched roofs / 10.4：
Timber flat roofs / 10.5：
Steel trusses and lattice girders / 10.6：
Older type roofs / 10.7：
Services and other fittings in the roof space / 10.8：
Electrical installation / 10.9：
Roof insulation / 10.10：
Party walls in roof space / 10.11：
Types of slate / 10.12：
Ridges, hips and valleys / 10.14：
Examination of a slate roof / 10.15：
Tiled roofs / 10.16：
Bituminous felt and polymeric sheet roofing / 10.17：
Asphalt / 10.18：
Copper / 10.19：
Lead / 10.20：
Zinc / 10.21：
Aluminium / 10.22：
Stone slates / 10.23：
Asbestos cement and translucent roofing sheets / 10.24：
Asbestos cement slates / 10.25：
Corrugated iron / 10.26：
Thatch / 10.27：
Wood shingles / 10.28：
Roof lights / 10.29：
Duckboards / 10.30：
Fireplaces, Flues and Chimney Stacks / 11：
Domestic fireplaces and flue entry / 11.1：
DownâÇôdraught due to external conditions / 11.3：
Flue investigation / 11.4：
Flues serving gas fires / 11.5：
Flues serving oilâÇôfired boilers / 11.6：
Hearths / 11.7：
Old fireplaces / 11.8：
Rebuilding / 11.9：
Chimney stacks / 11.10：
Industrial chimney shafts / 11.11：
Timber Upper Floors, Floor Coverings, Staircases and Ladders / 12：
Structural timber floor defects / 12.1：
Boarded floors / 12.3：
Chipboard flooring / 12.5：
Hardwood strip flooring / 12.6：
Wood block / 12.7：
Floor screeds / 12.8：
Granolithic paving / 12.9：
Terrazzo / 12.10：
Cork tiles / 12.11：
Linoleum / 12.12：
Rubber flooring / 12.13：
Thermoplastic, PVC and vinyl asbestos tiles / 12.14：
Clay floor tiles / 12.15：
Concrete tiles / 12.16：
Magnesite flooring / 12.17：
Mastic asphalt and pitch mastic paving / 12.18：
Rubber latex cement flooring / 12.19：
Metal tiles / 12.20：
Slate / 12.21：
Marble in tile or slab form / 12.22：
Timber staircases / 12.23：
Metal staircases and ladders / 12.25：
Reinforced concrete stairs / 12.26：
Finishes and Joinery Externally and Internally / 13：
Types of plaster / 13.1：
Plasterboards and wallboards / 13.3：
Metal lathing / 13.4：
Plaster wall and ceiling defects / 13.5：
Old plaster ceilings / 13.6：
Types of board / 13.7：
Common defects / 13.8：
Types of tiling and fixings / 13.9：
Common defects in finishes / 13.10：
Types of partition and finish / 13.11：
Doors and windows / 13.12：
Skirtings, architraves and picture rails / 13.13：
Cupboard fitments / 13.14：
Ironmongery / 13.15：
Examination of defects / 13.16：
Rendering defects / 13.17：
Pointing / 13.19：
Defects due to poor application or unsuitable backgrounds / 13.20：
Interior finishes / 13.21：
Exterior paintwork / 13.22：
Metal surfaces / 13.23：
Historic buildings / 13.24：
Symptoms and defects / 13.25：
Services / 14：
Types of pipework / 14.1：
Guide to checking cold water installations / 14.3：
Old lead pipes / 14.4：
Direct and indirect systems / 14.5：
OilâÇôfired boilers / 14.6：
GasâÇôfired boilers / 14.7：
Wall mounted water heaters / 14.8：
Gas fires / 14.9：
Items to check / 14.10：
Immersion heaters / 14.11：
Storage heaters / 14.12：
Boiler flues / 14.13：
Materials / 14.14：
Wash basins and shower trays / 14.17：
Baths / 14.18：
Bidets / 14.19：
Sinks / 14.20：
Taps / 14.21：
Water closets and cisterns / 14.22：
Urinals / 14.23：
Types of soil and waste disposal systems / 14.24：
Pipes / 14.26：
Wiring systems / 14.27：
The ring circuits / 14.30：
Testing and inspecting installations / 14.31：
Regulation of electrical installation work in dwellings / 14.32：
Checking defects / 14.33：
Gas meter location / 14.35：
Lift pit / 14.36：
Lift shaft / 14.38：
Machine room / 14.39：
Prevention of damage / 14.40：
Small service lifts / 14.41：
Hand power hoists / 14.42：
Stair lifts / 14.43：
Natural ventilation / 14.44：
Mechanical ventilation / 14.45：
Air conditioning / 14.46：
External Works / 15：
Property erected before 1900 / 15.1：
Property erected after 1900 / 15.3：
Sketch plan of the system / 15.4：
Pipes and fittings / 15.5：
Drainage defects / 15.6：
Testing / 15.7：
Water test / 15.8：
Air and smoke test / 15.9：
Adjoining ownersâDz drains / 15.10：
Inspection chambers / 15.11：
Deep inspection chambers / 15.12：
BackâÇôdrop chambers / 15.13：
Interceptors / 15.14：
Access covers and frames / 15.15：
gulleys and grease traps
Gulleys / 15.16：
Inspecting and checking gulley defects 280 / 15.17：
antiâÇôflood devices, petrol interceptors and drainage
channels 280
AntiâÇôflood devices / 15.18：
Petrol interceptors / 15.19：
Drainage channels and gratings / 15.20：
Cesspools/cesspits / 15.21：
Septic tanks / 15.22：
Pumping stations / 15.23：
Disposal systems from roofs / 15.24：
Disposal of surface water from paved areas / 15.25：
Soakaways / 15.26：
Recommendations / 15.27：
The function of carriageways / 15.28：
Flexible paving / 15.29：
Concrete paving / 15.30：
Blocks and slabs / 15.31：
Tiles and setts / 15.32：
Gravel and hoggin / 15.33：
Examination of pavings / 15.34：
Ownership of fences and walls / 15.35：
Brick and stone boundary walls / 15.37：
Retaining walls / 15.38：
Timber and metal fencing / 15.39：
Types of fencing and their defects / 15.40：
Gates / 15.41：
Inspection and checking defects / 15.42：
Small domestic dwellings / 15.44：
Large blocks of flats / 15.45：
Lightning conductors / 15.46：
Trees / 15.47：
Fire and Flood Damage / 16：
Preliminary investigation / 16.1：
Brickwork / 16.3：
Concrete structures / 16.4：
Stonework / 16.5：
Steel beams, columns and roof trusses / 16.6：
Timber / 16.7：
Roof structure / 16.8：
Pitched roof coverings / 16.9：
Flat roof coverings / 16.10：
Floors / 16.11：
Internal and external finishes / 16.12：
Recording the defects / 16.13：
Preliminary examination / 16.15：
General effects of flooding / 16.17：
Foundations / 16.18：
Ground floors / 16.19：
Suspended ground floors / 16.20：
Floor finishes / 16.21：
Wall finishes / 16.22：
Metal finishes and fastenings / 16.23：
Drainage systems / 16.24：
Pavings / 16.25：
Report Writing / 16.26：
Presentation / 17.1：
Report writing criteria / 17.3：
Arrangement of information / 17.4：
Format / 17.5：
Valuations / 17.6：
Legal Aspects / 18：
Negligence defined / 18.1：
Duty of care / 18.3：
Breach of duty / 18.4：
Damages / 18.5：
Accuracy of estimates / 18.6：
Brief reports / 18.7：
Parties in tort / 18.8：
Type of survey required / 18.9：
Professional negligence relating to surveying buildings / 18.10：
Recent negligence cases / 18.11：
Disclaimers and limitation periods / 18.12：
Trespass / 18.13：
Party structures / 18.14：
Indemnity insurance / 18.15：
Property claims / 18.16：
Appendices
Definitions of Inspections and Surveys of Buildings (CIC Explanatory Leaflet) / Appendix I：
Sample Extracts of Survey Schedules & Checklists / Appendix II：
Checklist for Property and Site Surveys / Appendix III：
Checklist for Building Surveys / Appendix IV：
Surveying Safely (Based on RICS 2004) / Appendix V：
Report on Roof Defects (Village Hall) / Appendix VI：
Report on Property to be Purchased / Appendix VII：
Glossary of Building Inspection and Related Terms / Appendix VIII：
Bibliography
Index
Preface to Fourth Edition
Acknowledgements
General Principles and Responsibilities / 1：
9.

電子ブック
ＥＢ
9. Analysis and Design of Shallow and Deep Foundations
Lymon C. Reese, William M. Isenhower, Shin-Tower Wang
出版情報: Wiley Online Library - AutoHoldings Books , John Wiley & Sons, Inc., 2005
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Preface
Acknowledgments
Symbols and Notations
Introduction / 1：
Historical Use of Foundations / 1.1：
Kinds of Foundations and their Uses / 1.2：
Spread Footings and Mats / 1.2.1：
Deep Foundations / 1.2.2：
Hybrid Foundations / 1.2.3：
Concepts in Design / 1.3：
Visit the Site / 1.3.1：
Obtain Information on Geology at Site / 1.3.2：
Obtain Information on Magnitude and Nature of Loads on Foundation / 1.3.3：
Obtain Information on Properties of Soil at Site / 1.3.4：
Consider Long-Term Effects / 1.3.5：
Pay Attention to Analysis / 1.3.6：
Provide Recommendations for Tests of Deep Foundations / 1.3.7：
Observe the Behavior of the Foundation of a Completed Structure / 1.3.8：
Problems
Engineering Geology / 2：
Nature of Soil Affected by Geologic Processes / 2.1：
Nature of Transported Soil / 2.2.1：
Weathering and Residual Soil / 2.2.2：
Nature of Soil Affected by Volcanic Processes / 2.2.3：
Nature of Glaciated Soil / 2.2.4：
Karst Geology / 2.2.5：
Available Data on Regions in the United States / 2.3：
U.S. Geological Survey and State Agencies / 2.4：
Examples of the Application of Engineering Geology / 2.5：
Site Visit / 2.6：
Fundamentals of Soil Mechanics / 3：
Data Needed for the Design of Foundations / 3.1：
Soil and Rock Classification / 3.2.1：
Position of the Water Table / 3.2.2：
Shear Strength and Density / 3.2.3：
Deformability Characteristics / 3.2.4：
Prediction of Changes in Conditions and the Environment / 3.2.5：
Nature of Soil / 3.3：
Grain-Size Distribution / 3.3.1：
Types of Soil and Rock / 3.3.2：
Mineralogy of Common Geologic Materials / 3.3.3：
Water Content and Void Ratio / 3.3.4：
Saturation of Soil / 3.3.5：
Weight-Volume Relationships / 3.3.6：
Atterberg Limits and the Unified Soils Classification System / 3.3.7：
Concept of Effective Stress / 3.4：
Laboratory Tests for Consolidation of Soils / 3.4.1：
Spring and Piston Model of Consolidation / 3.4.2：
Determination of Initial Total Stresses / 3.4.3：
Calculation of Total and Effective Stresses / 3.4.4：
The Role of Effective Stress in Soil Mechanics / 3.4.5：
Analysis of Consolidation and Settlement / 3.5：
Time Rates of Settlement / 3.5.1：
One-Dimensional Consolidation Testing / 3.5.2：
The Consolidation Curve / 3.5.3：
Calculation of Total Settlement / 3.5.4：
Calculation of Settlement Due to Consolidation / 3.5.5：
Reconstruction of the Field Consolidation Curve / 3.5.6：
Effects of Sample Disturbance on Consolidation Properties / 3.5.7：
Correlation of Consolidation Indices with Index Tests / 3.5.8：
Comments on Accuracy of Settlement Computations / 3.5.9：
Shear Strength of Soils / 3.6：
Friction Between Two Surfaces in Contact / 3.6.1：
Direct Shear Testing / 3.6.3：
Triaxial Shear Testing / 3.6.4：
Drained Triaxial Tests on Sand / 3.6.5：
Triaxial Shear Testing of Saturated Clays / 3.6.6：
The SHANSEP Method / 3.6.7：
Other Types of Shear Testing for Soils / 3.6.8：
Selection of the Appropriate Testing Method / 3.6.9：
Investigation of Subsurface Conditions / 4：
Methods of Advancing Borings / 4.1：
Wash-Boring Technique / 4.2.1：
Continuous-Flight Auger with Hollow Core / 4.2.2：
Methods of Sampling / 4.3：
Sampling with Thin-Walled Tubes / 4.3.1：
Sampling with Thick-Walled Tubes / 4.3.3：
Sampling Rock / 4.3.4：
In Situ Testing of Soil / 4.4：
Cone Penetrometer and Piezometer-Cone Penetrometer / 4.4.1：
Vane Shear Device / 4.4.2：
Pressuremeter / 4.4.3：
Boring Report / 4.5：
Subsurface Investigations for Offshore Structures / 4.6：
Principal Types of Foundations / 5：
Shallow Foundations / 5.1：
Driven Piles with Impact Hammer / 5.2：
Drilled Shafts / 5.2.3：
Augercast Piles / 5.2.4：
GeoJet Piles / 5.2.5：
Micropiles / 5.2.6：
Caissons / 5.3：
Hybrid Foundation / 5.4：
Designing Stable Foundations / 6：
Total and Differential Settlement / 6.1：
Allowable Settlement of Structures / 6.3：
Tolerance of Buildings to Settlement / 6.3.1：
Exceptional Case of Settlement / 6.3.2：
Problems in Proving Settlement / 6.3.3：
Soil Investigations Appropriate to Design / 6.4：
Planning / 6.4.1：
Favorable Profiles / 6.4.2：
Soils with Special Characteristics / 6.4.3：
Calcareous Soil / 6.4.4：
Use of Valid Analytical Methods / 6.5：
Oil Tank in Norway / 6.5.1：
Transcona Elevator in Canada / 6.5.2：
Bearing Piles in China / 6.5.3：
Foundations at Unstable Slopes / 6.6：
Pendleton Levee / 6.6.1：
Fort Peck Dam / 6.6.2：
Effects of Installation on the Quality of Deep Foundations / 6.7：
Effects of Installation of Deep Foundations on Nearby Structures / 6.7.1：
Driving Piles / 6.8.1：
Effects of Excavations on Nearby Structures / 6.9：
Deleterious Effects of the Environment on Foundations / 6.10：
Scour of Soil at Foundations / 6.11：
Theories of Bearing Capacity and Settlement / 7：
Terzaghi's Equations for Bearing Capacity / 7.1：
Revised Equations for Bearing Capacity / 7.3：
Extended Formulas for Bearing Capacity by J. Brinch Hansen / 7.4：
Eccentricity / 7.4.1：
Load Inclination Factors / 7.4.2：
Base and Ground Inclination / 7.4.3：
Shape Factors / 7.4.4：
Depth Effect / 7.4.5：
Depth Factors / 7.4.6：
General Formulas / 7.4.7：
Passive Earth Pressure / 7.4.8：
Soil Parameters / 7.4.9：
Example Computations / 7.4.10：
Equations for Computing Consolidation Settlement of Shallow Foundations on Saturated Clays / 7.5：
Prediction of Total Settlement Due to Loading of Clay Below the Water Table / 7.5.1：
Prediction of Time Rate of Settlement Due to Loading of Clay Below the Water Table / 7.5.3：
Principles for the Design of Foundations / 8：
Standards of Professional Conduct / 8.1：
Fundamental Principles / 8.2.1：
Fundamental Canons / 8.2.2：
Design Team / 8.3：
Codes and Standards / 8.4：
Details of the Project / 8.5：
Factor of Safety / 8.6：
Selection of a Global Factor of Safety / 8.6.1：
Selection of Partial Factors of Safety / 8.6.2：
Design Process / 8.7：
Specifications and Inspection of the Project / 8.8：
Observation of the Completed Structure / 8.9：
Appendix 8.1
Geotechnical Design of Shallow Foundations / 9：
Problems with Subsidence / 9.1：
Designs to Accommodate Construction / 9.3：
Dewatering During Construction / 9.3.1：
Dealing with Nearby Structures / 9.3.2：
Shallow Foundations on Sand / 9.4：
Immediate Settlement of Shallow Foundations on Sand / 9.4.1：
Bearing Capacity of Footings on Sand / 9.4.3：
Design of Rafts on Sand / 9.4.4：
Shallow Foundations on Clay / 9.5：
Settlement from Consolidation / 9.5.1：
Immediate Settlement of Shallow Foundations on Clay / 9.5.2：
Design of Shallow Foundations on Clay / 9.5.3：
Design of Rafts / 9.5.4：
Shallow Foundations Subjected to Vibratory Loading / 9.6：
Designs in Special Circumstances / 9.7：
Freezing Weather / 9.7.1：
Design of Shallow Foundations on Collapsible Soil / 9.7.2：
Design of Shallow Foundations on Expansive Clay / 9.7.3：
Design of Shallow Foundations on Layered Soil / 9.7.4：
Analysis of a Response of a Strip Footing by Finite Element Method / 9.7.5：
Geotechnical Design of Driven Piles Under Axial Loads / 10：
Comment on the Nature of the Problem / 10.1：
Methods of Computation / 10.2：
Behavior of Axially Loaded Piles / 10.2.1：
Geotechnical Capacity of Axially Loaded Piles / 10.2.2：
Basic Equation for Computing the Ultimate Geotechnical Capacity of a Single Pile / 10.3：
API Methods / 10.3.1：
Revised Lambda Method / 10.3.2：
U.S. Army Corps Method / 10.3.3：
FHWA Method / 10.3.4：
Analyzing the Load-Settlement Relationship of an Axially Loaded Pile / 10.4：
Methods of Analysis / 10.4.1：
Interpretation of Load-Settlement Curves / 10.4.2：
Investigation of Results Based on the Proposed Computation Method / 10.5：
Example Problems / 10.6：
Skin Friction / 10.6.1：
Analysis of Pile Driving / 10.7：
Dynamic Formulas / 10.7.1：
Reasons for the Problems with Dynamic Formulas / 10.7.3：
Dynamic Analysis by the Wave Equation / 10.7.4：
Effects of Pile Driving / 10.7.5：
Effects of Time After Pile Driving with No Load / 10.7.6：
Geotechnical Design of Drilled Shafts Under Axial Loading / 11：
Presentation of the FHWA Design Procedure / 11.1：
Strength and Serviceability Requirements / 11.2.1：
General Requirements / 11.3.1：
Stability Analysis / 11.3.2：
Strength Requirements / 11.3.3：
Design Criteria / 11.4：
Applicability and Deviations / 11.4.1：
Loading Conditions / 11.4.2：
Allowable Stresses / 11.4.3：
General Computations for Axial Capacity of Individual Drilled Shafts / 11.5：
Design Equations for Axial Capacity in Compression and in Uplift / 11.6：
Description of Soil and Rock for Axial Capacity Computations / 11.6.1：
Design for Axial Capacity in Cohesive Soils / 11.6.2：
Design for Axial Capacity in Cohesionless Soils / 11.6.3：
Design for Axial Capacity in Cohesive Intermediate Geomaterials and Jointed Rock / 11.6.4：
Design for Axial Capacity in Cohesionless Intermediate Geomaterials / 11.6.5：
Design for Axial Capacity in Massive Rock / 11.6.6：
Addition of Side Resistance and End Bearing in Rock / 11.6.7：
Commentary on Design for Axial Capacity in Karst / 11.6.8：
Comparison of Results from Theory and Experiment / 11.6.9：
Fundamental Concepts Regarding Deep Foundations Under Lateral Loading / 12：
Description of the Problem / 12.1：
Occurrence of Piles Under Lateral Loading / 12.1.2：
Historical Comment / 12.1.3：
Derivation of the Differential Equation / 12.2：
Solution of the Reduced Form of the Differential Equation / 12.2.1：
Respone of Soil to Lateral Loading / 12.3：
Effect of the Nature of Loading on the Response of Soil / 12.4：
Method of Analysis for Introductory Solutions for a Single Pile / 12.5：
Example Solution Using Nondimensional Charts for Analysis of a Single Pile / 12.6：
Analysis of Individual Deep Foundations Under Axial Loading Using t-z Model / 13：
Short-Term Settlement and Uplift / 13.1：
Settlement and Uplift Movements / 13.1.1：
Basic Equations / 13.1.2：
Finite Difference Equations / 13.1.3：
Load-Transfer Curves / 13.1.4：
Load-Transfer Curves for Side Resistance in Cohesive Soil / 13.1.5：
Load-Transfer Curves for End Bearing in Cohesive Soil / 13.1.6：
Load-Transfer Curves for Side Resistance in Cohesionless Soil / 13.1.7：
Load-Transfer Curves for End Bearing in Cohesionless Soil / 13.1.8：
Load-Transfer Curves for Cohesionless Intermediated Geomaterials / 13.1.9：
Example Problem / 13.1.10：
Experimental Techniques for Obtaining Load-Transfer Versus Movement Curves / 13.1.11：
Design for Vertical Ground Movements Due to Downdrag or Expansive Uplift / 13.2：
Downward Movement Due to Downdrag / 13.2.1：
Upward Movement Due to Expansive Uplift / 13.2.2：
Analysis and Design by Computer or Piles Subjected to Lateral Loading / 14：
Nature of the Comprehensive Problem / 14.1：
Differential Equation for a Comprehensive Solution / 14.2：
Recommendations for p-y Curves for Soil and Rock / 14.3：
Recommendations for p-y Curves for Clays / 14.3.1：
Recommendations for p-y Curves for Sands / 14.3.3：
Modifications to p-y Curves for Sloping Ground / 14.3.4：
Modifications for Raked (Battered Piles) / 14.3.5：
Recommendations for p-y Curves for Rock / 14.3.6：
Solution of the Differential Equation by Computer / 14.4：
Formulation of the Equation by Finite Differences / 14.4.1：
Equations for Boundary Conditions for Useful Solutions / 14.4.3：
Implementation of Computer Code / 14.5：
Selection of the Length of the Increment / 14.5.1：
Safe Penetration of Pile with No Axial Load / 14.5.2：
Buckling of a Pipe Extending Above the Groundline / 14.5.3：
Steel Pile Supporting a Retaining Wall / 14.5.4：
Drilled Shaft Supporting an Overhead Structure / 14.5.5：
Analysis of Pile Groups / 15：
Distribution of Load to Piles in a Group: The Two-Dimensional Problem / 15.1：
Model of the Problem / 15.2.1：
Detailed Step-by-Step Solution Procedure / 15.2.2：
Modification of p-y Curves for Battered Piles / 15.3：
Example Solution Showing Distribution of a Load to Piles in a Two-Dimensional Group / 15.4：
Solution by Hand Computations / 15.4.1：
Efficiency of Piles in Groups Under Lateral Loading / 15.5：
Modifying Lateral Resistance of Closely Spaced Piles / 15.5.1：
Customary Methods of Adjusting Lateral Resistance for Close Spacing / 15.5.2：
Adjusting for Close Spacing under Lateral Loading by Modified p-y Curves / 15.5.3：
Efficiency of Piles in Groups Under Axial Loading / 15.6：
Efficiency of Piles in a Group in Cohesionless Soils / 15.6.1：
Efficiency of Piles in a Group in Cohesive Soils / 15.6.3：
Concluding Comments / 15.6.4：
Appendix
References
Index
List of Symbols and Notations
Introduction to Part
Gain Information of Geology at Site / 1.1.1：
Consideration of Long-term Effects
Appropriate Attention to Analysis
Recommendations for Tests of Deep Foundations
Observe Behavior of Foundation for Completed Structure
Examples of Application of Engineering Geology
Data Needed to Design Foundations
Solid and Rock Classification
Location of the Water Table
Grain-size Distribution
Calculation of Settlement due to Consolidation
Selection of the Appropriate Test Method
Wash-boring Technique
Continuous-flight Auger with Hollow Core
Sampling with Thick-Walled Tube
Designing Stable Fou
Preface
Acknowledgments
Symbols and Notations
10.

電子ブック
ＥＢ
10. Design of Plated Structures: Eurocode 3 : Design of Steel Structures, Part 1-5 - Design of Plated Structures
Darko Beg, Ulrike Kuhlmann, Laurence Davaine, Benjamin Braun
出版情報: Wiley Online Library - AutoHoldings Books , Hoboken : John Wiley & Sons, Inc., 2011
所蔵情報: loading…
目次情報: 続きを見る
Foreword
Preface
Symbols
Introduction / Chapter 1：
Plate buckling in steel structures / 1.1：
Purpose of this book / 1.2：
Structure of this book / 1.3：
Overview Of Design Rules / Chapter 2：
Basis of design and modelling / 2.1：
General / 2.2.1：
Effective width models for global analysis / 2.2.2：
Uniform and non uniform members / 2.2.3：
Reduced stress method / 2.2.4：
Shear lag in member design / 2.3：
Phenomenon / 2.3.1：
Shear lag in global analysis (calculation of internal forces and moments) / 2.3.2：
Elastic shear lag in section analysis (calculation of stresses at SLS and fatigue ULS) / 2.3.3：
Elastoplastic shear lag in section analysis (calculation of stresses at ULS) / 2.3.4：
Interaction between shear lag and plate buckling at ULS / 2.3.5：
Design examples / 2.3.6：
Plate buckling effects due to direct stresses (including annexes A and E where applicable) / 2.4：
Effective width method / 2.4.1：
General requirements / 2.4.2.1：
Principles of effective width calculation / 2.4.2.2：
Hybrid girders / 2.4.2.3：
Plate-like and column-like buckling / 2.4.2.4：
Plate-like buckling / 2.4.3：
Unstiffened plates / 2.4.3.1：
Longitudinally stiffened plates / 2.4.3.2：
Column-like buckling / 2.4.4：
Interpolation between plate-like and column-like buckling / 2.4.4.1：
Verification of the cross section resistance in ultimate limit states / 2.4.6：
Verification of plated structural elements in the serviceability limit states / 2.4.7：
Resistance to shear (including annex A where applicable) / 2.4.8：
Collapse behaviour / 2.5.1：
Design according to section 5, EN 1993-1-5 / 2.5.2：
Design example / 2.5.3：
Resistance to transverse loading / 2.6：
Design according to section 6, EN 1993-1-5 / 2.6.1：
Interaction / 2.6.3：
Interaction between bending moment and shear force in a web panel / 2.7.1：
Interaction between axial force, bending moment and shear force in a web panel / 2.7.2：
Interaction between axial force, bending moment and shear force in a flange panel / 2.7.3：
Interaction between axial force, bending moment and transverse force / 2.7.4：
Interaction between shear force and transverse force in a web panel / 2.7.5：
Flange induced buckling / 2.7.6：
Stiffeners and detailing / 2.9：
Transverse stiffeners / 2.9.1：
Direct stresses / 2.9.2.1：
Shear / 2.9.2.2：
Simultaneous action of direct stresses and shear / 2.9.2.3：
Introduction of reaction forces and other large transverse forces / 2.9.2.4：
Longitudinal stiffeners / 2.9.3：
Torsional buckling of stiffeners / 2.9.3.1：
Structural detailing related to plate buckling / 2.9.5：
Transverse welds in the plate / 2.9.5.1：
Cut-outs in stiffeners / 2.9.5.2：
Welds / 2.9.5.3：
Reduced stress method (including Annexes A and B where applicable) / 2.9.6：
Choice of reduction factors / 2.10.1：
FEM / 2.11：
Modelling / 2.11.1：
Definition of initial imperfections in the FE model / 2.11.3：
Definition of material behaviour in the FE model / 2.11.4：
Crane Runway Beam Example / 2.11.5：
Description of the crane / 3.1：
Description of the crane runway beam / 3.2：
Geometry / 3.2.1：
Material properties and material partial factors / 3.2.2.：
Cross section classification / 3.2.3：
Actions and load partial factors / 3.3：
Crane actions / 3.3.1：
Internal forces and stresses / 3.4：
Transverse forces and stresses / 3.4.1：
Maximum bending moments and stresses / 3.4.3：
Maximum shear forces and stresses / 3.4.4：
Verifications in general / 3.5：
Bucklling verifications according to sections 4 to 7, EN 1993-1-5 / 3.6：
Resistance to shear forces / 3.6.1：
Resistance to transverse forces / 3.6.2：
Interaction checks / 3.6.3：
Buckling verifications according to section 10, EN 1993-1-5 / 3.7：
Flange induced buckling verification / 3.8：
Stiffener verifications / 3.9：
Bearing stiffeners / 3.9.1：
Box-Girder Bridge Example / Chapter 4：
Description of the bridge / 4.1：
Longitudinal elevation / 4.1.1：
Cross section of the composite deck / 4.1.2：
Material properties and partial factors / 4.1.3：
Structural steel / 4.1.3.1：
Reinforced concrete / 4.1.3.2：
Partial factors / 4.1.3.3：
Structural steel distribution / 4.1.4：
Internal forces and moments, Stresses / 4.2：
Transient design situation (launching phase) / 4.2.1：
Permanent design situation / 4.2.3：
Web buckling verification for the launching phase / 4.3：
Patch loading verification / 4.3.1：
Resistance load for a single wheel (ss = 0) / 4.3.1.1：
Resistance load for a patch length ss = 1500 mm / 4.3.1.2：
Interaction between patch loading and bending moment / 4.3.1.3：
Effective cross section of the stiffened bottom flange at internal support PI (uniform compression) / 4.4：
First step: shear lag effect according to EN1993-lr5, 3.2 and 3.3 / 4.4.1：
Second step: Critical plate buckling stress according to EN1993-l-5, Annex A / 4.4.2：
Third step: Effective cross section / 4.4.3：
Step A: Local buckling of sub-panels / 4.4.3.1：
Step B: Global buckling of the whole stiffened bottom flange / 4.4.3.2：
Effective cross section of the stiffened web at internal support PI (bending) / 4.5：
Local buckling of sub-panels / 4.5.1：
Global buckling of the whole stiffened web in bending / 4.5.2：
Column like behaviour / 4.5.2.1：
Plate like behaviour / 4.5.2.2：
Interpolation between plate like and column like behaviour / 4.5.2.3：
Torsional buckling of the longitudinal web stiffener / 4.5.3：
Checking of the box-girder section under bending at support PI / 4.6：
Shear resistance of the stiffened web panel closest to the internal support PI / 4.7：
Interaction between bending and shear at support PI / 4.8：
Intermediate transverse stiffener design / 4.9：
Transverse web stiffeners / 4.9.1：
Axial forces from the tension field action / 4.9.1.1：
Transverse deviation forces from adjacen compressed panels / 4.9.1.2：
Verification of the transverse stiffener / 4.9.1.3：
Lower flange transverse stiffeners / 4.9.2：
Cross section class check / 4.9.2.1：
Strength and stiffness check of the stiffener / 4.9.2.2：
Shear resistance of the stiffener web / 4.9.2.3：
Buckling verifications at internal support PI according to section 10, EN 1993-1-5 / 4.10：
Stiffened bottom flange / 4.10.1：
Determination of ρloc to account for local buckling / 4.10.2.1：
Determination of ρc to account for global buckling / 4.10.2.3：
References / 4.10.3：
Foreword
Preface
Symbols
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