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[null,"1.","Record Nr.",null,"UNISALENTO991001101459707536"]
[null,null,"Autore",null,"Ricciardi, Carlo Antonio"]
[null,null,"Titolo",null,"Economia dell'informazione e della comunicazione / Marco Gambaro, Carlo Antonio Ricciardi"]
[null,null,"Pubbl/distr/stampa",null,"Roma ; Bari : Laterza, 1997"]
[null,null,"ISBN",null,"8842051705"]
[null,null,"Descrizione fisica",null,"XIV, 312 p. ; 21 cm."]
[null,null,"Collana",null,"Università Laterza. Economia ; 11"]
[null,null,"Soggetti",null,"Capitalismo"]
[{"$nulls":4},"Comunicazione - Economia"]
[{"$nulls":4},"Tecnologia dell'informazione"]
[null,null,"Lingua di pubblicazione",null,"Italiano"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,"2.","Record Nr.",null,"UNINA9911007176803321"]
[null,null,"Autore",null,"Amundsen Thomas"]
[null,null,"Titolo",null,"Substation Structure Design Guide : Recommended Practice for Design and Use"]
[null,null,"Pubbl/distr/stampa",null,"Reston : , : American Society of Civil Engineers, , 2023"]
[{"$nulls":4},"©2023"]
[null,null,"ISBN",null,"0-7844-8518-6"]
[{"$nulls":4},"0-7844-8517-8"]
[null,null,"Edizione",null,"[2nd ed.]"]
[null,null,"Descrizione fisica",null,"1 online resource (345 pages)"]
[null,null,"Collana",null,"Manuals and Reports on Engineering Practice Series ; ; v.113"]
[null,null,"Disciplina",null,"621.31/26"]
[null,null,"Soggetti",null,"Electric substations"]
[{"$nulls":4},"Structural engineering"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,"Nota di contenuto",null,"Cover -- Title Page -- Copyright Page -- Manuals and Reports on Engineering Practice -- Contents -- Preface -- Blue Ribbon Panel Reviewers -- Acknowledgments -- Dedication -- Chapter 1 :  Introduction -- References -- Chapter 2 :  Definitions, Electrical Equipment, and Structure Types -- 2.1   Purpose -- 2.2   Definitions, Substation Types, and Components -- 2.2.1   Substation -- 2.2.2   Switchyard or Switching Station -- 2.2.3   Unit Substation -- 2.2.4   Transmission Line -- 2.2.5   Air-Insulated Substation -- 2.2.6   Gas-Insulated Substation, GIS -- 2.2.7   Electrical Clearance -- 2.2.8   Buswork System -- 2.2.9   Short-Circuit Force -- 2.2.10   Dead-End Structures -- 2.2.11   Box-Type Structure -- 2.2.12   Shielding Mast -- 2.2.13   Lightning Mast -- 2.3   Electrical Equipment and Supports -- 2.3.1   Power Transformer and Autotransformer -- 2.3.2   Shunt Reactor -- 2.3.3   Current-Limiting Inductor or Air Core Reactor -- 2.3.4   Line Trap -- 2.3.5   Coupling Capacitor Voltage Transformer -- 2.3.6   Disconnect Switch -- 2.3.7   Circuit Switcher (Load Interrupter Switch) -- 2.3.8   Circuit Breaker -- 2.3.9   Potential and Current Transformers -- 2.3.10   Capacitor Bank -- 2.3.11   Surge Arrester -- 2.3.12   Neutral Grounding Resistor -- 2.3.13   Cable Terminator -- 2.3.14   Insulator -- 2.3.15   Bus Duct -- 2.3.16   Fire Barriers -- 2.3.17   Control Enclosures -- 2.3.18   Transformers -- 2.4   Definition of Responsibilities -- 2.4.1   Owner -- 2.4.2   Structure Designer -- 2.4.3   Supplier or Fabricator -- References -- Chapter 3 :  "]
[{"$nulls":4},"Loading Criteria for Substation Structures -- 3.1   Basic Loading Conditions -- 3.1.1   Dead Loads -- 3.1.2   Equipment Operating Loads -- 3.1.3   Terminal Connection Loads for Electrical Equipment -- 3.1.4   Wire Tension Loads -- 3.1.5   Extreme Wind Loads -- 3.1.6   Ice Loads with Concurrent Wind."]
[{"$nulls":4},"3.1.7   Seismic Loads -- 3.1.8   Short-Circuit (Fault) Loads -- 3.1.9   Construction and Maintenance Loads -- 3.1.10   Wind-Induced Oscillations -- 3.1.11   Loading Criteria for Deflection Limitations -- 3.1.12   National Electrical Safety Code Loads -- 3.1.13   State and Local Regulatory Loads -- 3.2   Application of Loads -- 3.3   Load Factors and Combinations -- 3.4   Alternate Design Loads and Load Factors -- 3.5   Serviceability Considerations -- References -- Chapter 4 :  Deflection Criteria (For Operational Loading) -- 4.1   Structure Classifications and Deflection Limits -- 4.1.1   Deflection Analysis and Criteria -- 4.1.2   Class A Structures -- 4.1.3   Class B Structures -- 4.1.4   Class C Structures -- 4.2   Special Considerations for Deflection Analysis -- 4.2.1   Multiple-Use Structures -- 4.2.2   Rotational Limitation -- 4.2.3   Anchorage and Member Connection Restraints -- 4.2.4   Gross versus Net Deflections -- 4.2.5   Shielding Masts and Other Tall, Slender Structures -- 4.2.6   Rigid Bus Vertical Deflection Criteria -- 4.3   Summary -- Reference -- Chapter 5 :  Method of Analysis -- 5.1   Overview -- 5.2   Stress Criterion versus Deflection Criterion -- 5.3   The Structure Model -- 5.3.1   Individual Members and Connections -- 5.3.2   Truss Model -- 5.3.3   Frame Model -- 5.3.4   Finite-Element Model -- 5.3.5   Loads and Support Conditions -- 5.4   Static Analysis Method -- 5.4.1   Approximate Analysis -- 5.4.2   First-Order Elastic Analysis -- 5.4.3   Second-Order Elastic Analysis -- 5.4.4   First-Order Inelastic Analysis -- 5.4.5   Analysis Requirements in Commonly Used Documents -- 5.5   Dynamic Analysis Method -- 5.5.1   Steady-State Analysis -- 5.5.2   Eigenvalue Analysis: Natural Frequencies and Normal Modes -- 5.5.3   Response Spectrum Analysis -- 5.6   Recommendation for an Analysis Method -- 5.6.1   Static Analysis."]
[{"$nulls":4},"5.6.2   Dynamic Analysis -- 5.7   Analysis of Short-Circuit Events -- 5.7.1   Rigid Bus Analysis Methods -- 5.7.2   Rigid Bus Analysis Methods Discussion -- 5.7.3   Short-Circuit Analysis Considerations -- References -- Chapter 6 :  Design -- 6.1   General Design Principles -- 6.2   Design Methods -- 6.3   Steel Structures -- 6.3.1   Ultimate Strength Design -- 6.4   Concrete Structures -- 6.4.1   Reinforced Concrete Structures -- 6.4.2   Prestressed Concrete Structures -- 6.4.3   Prestressed Concrete Poles -- 6.5   Aluminum Structures -- 6.5.1   Typical Substation Alloys and Tempers -- 6.5.2   Applications to Substation Structures -- 6.5.3   Use Limitation with Aluminum Substation Structures -- 6.5.4   Aluminum Connections -- 6.5.5   Aluminum Design Resources -- 6.6   Wood Structures -- 6.6.1   Ultimate Strength Design -- 6.6.2   Allowable Strength Design -- 6.7   Seismic Design Guidelines -- 6.7.1   Structures That Support Electrical Equipment Qualified for IEEE 693 -- 6.7.2   Structures Not Covered by IEEE 693 -- 6.8   Base Plate Design -- 6.8.1   Determination of Anchor Rod Loads -- 6.8.2   Determination of Base Plate Thickness -- 6.8.3   Anchor Rod Holes in Base Plates -- 6.8.4   Base and Flange Plate Design for Deflection-Sensitive Structures -- 6.9   Rigid Bus Design -- 6.9.1   Bus Layout Configuration -- 6.9.2   Rigid Bus Materials and Shapes -- 6.9.3   Fittings and Couplers -- 6.9.4   Insulators -- 6.9.5   Bus System Design -- 6.9.6   Rigid Bus Seismic Considerations -- 6.10   Special Considerations -- 6.10.1   Precautions Regarding the Magnetic Fields of Air Core Reactors -- 6.10.2   Vortex-Induced Oscillation and Vibration -- 6.10.3   Galvanizing Steel Considerations -- 6.10.4   "]
[{"$nulls":4},"Painted or Metallized Steel Considerations -- 6.10.5   Member Connection Design -- 6.10.6   Weathering Steel Structures -- 6.10.7   Guyed Substation Structures."]
[{"$nulls":4},"6.10.8   Aluminum with Dissimilar Materials -- References -- Chapter 7 :  Foundations -- 7.1   Foundation Types -- 7.1.1   Shallow Foundations -- 7.1.2   Deep Foundations -- 7.1.3   Direct Embedment -- 7.1.4   Helical Screw Anchor Piles -- 7.2   Geotechnical Subsurface Exploration -- 7.2.1   General -- 7.2.2   Existing Geological Data -- 7.2.3   Site-Specific Subsurface Exploration -- 7.3   Additional Design Considerations -- 7.3.1   Frost Action -- 7.3.2   Expansive or Collapsible Soils -- 7.3.3   Corrosion -- 7.3.4   Seismic Loads and Dynamic Loads -- 7.3.5   Soil-Structure Interaction -- 7.4   Loading Considerations -- 7.4.1   Load Application -- 7.4.2   Load Combinations -- 7.5   Durability of Concrete -- 7.6   Special Considerations -- 7.6.1   Operational Loads -- 7.6.2   Construction Loads -- 7.6.3   Group Effects -- 7.6.4   Slopes and Excavations -- 7.6.5   Constructability -- 7.6.6   Settlement, Rotation, and Deflection -- 7.6.7   Uplift -- 7.6.8   Seismic Base Isolation -- 7.6.9   Grounding -- 7.6.10   National Electrical Safety Council District Loading and Foundation Design -- References -- Chapter 8 :  Connections to Foundations -- 8.1   Foundation Types and Anchorage Systems -- 8.1.1   Spread Footing Foundation -- 8.1.2   Drilled Pier Foundation -- 8.1.3   Anchor Rods Installed without Grout Beneath Base Plates -- 8.1.4   Embedded Structural Steel -- 8.2   Anchor Materials -- 8.3   Anchor Arrangements and General Design Considerations -- 8.3.1   Base Plates Supported by Anchor Rods with Leveling Nuts -- 8.3.2   Anchor Rods with Base Plates on Concrete or Grout -- 8.4   Anchors Cast in Place -- 8.4.1   Types of Anchors -- 8.4.2   Design Considerations for Anchor Steel -- 8.4.3   Design Considerations for Concrete -- 8.5   Post-installed Anchors in Concrete -- 8.5.1   Types and Application -- 8.5.2   Design -- 8.5.3   Installation."]
[{"$nulls":4},"References -- Chapter 9 :  Quality Control and Quality Assurance -- 9.1   General -- 9.2   Steel Structures -- 9.2.1   Material -- 9.2.2   Welding -- 9.2.3   Fabrication Inspection -- 9.2.4   Structure Coating -- 9.3   Aluminum Structures -- 9.3.1   Material -- 9.3.2   Welding -- 9.3.3   Fabrication -- 9.3.4   Inspection -- 9.3.5   Structure Coating -- 9.4   Concrete Structures -- 9.4.1   Reinforced Concrete -- 9.4.2   Prestressed Concrete Poles -- 9.4.3   Inspection -- 9.5   Wood Structures -- 9.5.1   Material and Treatment -- 9.5.2   Manufacturing and Fabrication -- 9.5.3   Inspection -- 9.6   Shipping -- 9.7   Handling and Storage -- References -- Chapter 10 :  Construction, Maintenance, and Testing -- 10.1   Construction -- 10.2   Maintenance -- 10.3   Worker Safety -- 10.4   Full-Scale Structural Proof Tests -- References -- Chapter 11 :  Retrofit of Existing Substation Infrastructures -- 11.1   General -- 11.2   Alternative Methods for Retrofit or Reinforcement of Substation Infrastructures -- 11.2.1   Types of Structures That May Require Reinforcement/Repair -- 11.2.2   Retrofit Methods -- 11.2.3   Methods of Anchorage Retrofit -- 11.2.4   Considerations When Retrofitting Steel Structures -- 11.2.5   Structure Finish and Its Consideration to the Retrofit Process -- 11.3   Environmental Concerns When Retrofitting Substations -- 11.3.1   Asbestos in Existing Substations -- 11.3.2   Demolition Activities -- 11.3.3   Renovation Activities -- 11.3.4   Soil Contamination in Existing Substations -- 11.4   Enhancing Security and Resilience of Electrical Substations -- 11.5   Retrofit Design Considerations -- 11.6   Installation -- References -- Chapter 12 :  Oil Containment and Barrier Walls -- 12.1   General -- 12.2   Oil Containment -- 12.2.1   General -- 12.2.2   Containment Systems -- 12.2.3   Oil Retention Drainage."]
[{"$nulls":4},"12.2.4   Design Considerations."]
[null,null,null,"Sommario/riassunto","MOP 113, Second Edition, documents electrical substation structural design practice and gives guidance and recommendations for the design of outdoor electrical substation structures."]