What is included with this book?
Nuclear Power Plant Facilities and Regulatory Guides | p. 1 |
General Introduction | p. 1 |
British Commercial Nuclear Power Station - Commissioned and Non-commissioned | p. 1 |
General | p. 1 |
Reactor Power Stations Based on BWR, PHWR and PWR | p. 36 |
Boiling Water Reactors (BWR) | p. 36 |
Pressurised Heavy Water Reactors (PHWR) | p. 37 |
Pressurised Water Reactors (PWR) | p. 37 |
Additional Advanced Reactor Stations | p. 41 |
General Introduction | p. 41 |
Fast Breeder Reactor | p. 47 |
New Diversified Systems | p. 48 |
EU-APWR | p. 49 |
Regulator Guides | p. 49 |
Boiling Water Reactors (BWR), Pressurised Heavy Water Reactor (PHWR) and Pressurised Water Reactor (PWR) | p. 57 |
References | p. 57 |
Loads and Material Properties for Nuclear Facilities - A General Survey | p. 61 |
Introduction | p. 61 |
Loads | p. 69 |
Service Loads | p. 69 |
Operating Basis Earthquake (E0) | p. 71 |
Extreme or Severe Loads | p. 73 |
Determination of Impulse/Impact caused by Aircraft and Missiles: Load (I) | p. 107 |
General | p. 107 |
Aircraft Impact on Nuclear Structures - Peak Displacement and Frequency | p. 115 |
Finite Element Applications | p. 117 |
Additional Data on Containment Parameters | p. 118 |
References | p. 124 |
Dynamic Finite Element Analysis | p. 133 |
Introduction | p. 133 |
Finite Element Equations | p. 133 |
Steps for Dynamic Non-linear Analysis | p. 145 |
Buckling State and Slip of Layers for Composite Sections | p. 149 |
Strain Rate Effects Based on the Elastic-Viscoplastic Relationship for Earth Materials Under Impact and Explosion | p. 151 |
Finite Element of Concrete Modelling | p. 154 |
Ice/Snow Impact | p. 163 |
Impact Due to Missiles, Impactors and Explosions: Contact Problem Solutions | p. 164 |
High Explosions | p. 166 |
Spectrum Analysis | p. 166 |
Solution Procedures | p. 170 |
Time-Domain Analysis | p. 170 |
Frequency-Domain Analysis | p. 172 |
Runge-Kutta Method | p. 173 |
Keierleber Method | p. 173 |
Additional Solution Procedure | p. 176 |
Newton-Raphson Method | p. 176 |
Modified Newton-Raphson Method | p. 177 |
Geometrically Non-linear Problems in Finite Element | p. 179 |
Introduction | p. 179 |
Finite Element Analysis of Explosion in Nuclear Facilities Using the Method of Explosive Factor | p. 181 |
Good Achievement of the Explosive Burn | p. 183 |
Finite Element Method Schemes | p. 184 |
References | p. 186 |
Steel Pressure Vessels for Nuclear Facilities | p. 187 |
General Introduction | p. 187 |
General Design Criteria for Pressure Vessels | p. 188 |
Introduction | p. 188 |
Stress Analysis of Vessel Shell Components | p. 192 |
Shape and Curvature | p. 192 |
Boundary and Edge Conditions | p. 193 |
Generalized Analysis of Thin Shell Surfaces of the Reactor Vessels | p. 193 |
The Equations of Equilibrium of the Element of a Shell of Revolution | p. 197 |
Shells of Revolution: Axisymmetric Loading | p. 200 |
Cylindrical Shell Surfaces of the Vessel | p. 201 |
Membrane Solution of Domical Surfaces | p. 203 |
Elliptical Dome-Shaped Surfaces of the Vessel | p. 209 |
Torispherical Shell Surfaces of the Reactor Vessel Top Dome | p. 211 |
Nuclear Reactor: Accident Analysis | p. 214 |
PWR Loss-of-Coolant Accident (LOCA) | p. 214 |
State-of-the-art Software for 3D Fracture Mechanics Simulation (ZENCRACK) | p. 231 |
Concrete Reactor Pressure Vessels | p. 239 |
Introduction | p. 239 |
Historical Development, Existing Analyses and Scope of Research | p. 242 |
General | p. 242 |
Problems Associated with Vessels | p. 245 |
Vessel Layouts and Finite Element Mesh Schemes | p. 248 |
Design Analysis | p. 248 |
Ultimate Conditions | p. 252 |
Methods of Analysis | p. 252 |
Model Testing | p. 253 |
Analysis of Results | p. 257 |
Fundamental Elements of the Concrete Pressure Vessels | p. 261 |
Prestressing Systems | p. 261 |
Liner | p. 263 |
Bonded Reinforcement | p. 263 |
Embedded Elements | p. 265 |
The Concrete | p. 266 |
Ultimate Conditions | p. 266 |
Methods of Analysis | p. 266 |
Analysis of Results | p. 266 |
Oldbury Vessel | p. 271 |
High-Temperature Gas-Cooled Reactor Vessel (HTGCR) | p. 275 |
Thermal Analysis of Vessels | p. 295 |
Concrete Failure Theories | p. 295 |
The Contribution Made by the Steel Liner | p. 297 |
Prestressing Systems | p. 297 |
Limit State Formulation | p. 297 |
Analysis of Flexural Failure | p. 307 |
Quality Assurance and Control | p. 331 |
Conclusions | p. 332 |
References | p. 332 |
A Complete Manual Design Analysis of Concrete Containment Vessel (Building) Using American Practices and Codes | p. 337 |
Introduction | p. 337 |
Geometry And Design Parameters Adopted by the TVA | p. 337 |
Annular Structures | p. 343 |
Tendon Gallery and Annulus Maintenance Access | p. 344 |
Applicable Design References | p. 344 |
General Design Requirements and Loads Used by TVA. For Calculations | p. 346 |
Earthquake Loads | p. 346 |
Temperature Loads (Concrete Members) | p. 347 |
Jet Loads and Pipe Restraint Loads | p. 347 |
Load Combinations | p. 348 |
Secondary Containment | p. 348 |
Annular Structures | p. 349 |
Geometrical Analysis | p. 350 |
Design Calculations for Containment Structures | p. 368 |
General Criteria | p. 368 |
Types of Prestress Losses | p. 368 |
Primary Containment Structures | p. 369 |
Dome Prestressing: Description of Tendon Arrangement | p. 393 |
Dome Vertical Components | p. 394 |
Dome Prestressing Elliptical Dome | p. 395 |
Primary Containment Hoop Prestress | p. 409 |
1-Prestress Losses | p. 409 |
Prestress Losses | p. 410 |
Prestress Losses | p. 411 |
Prestress Losses | p. 411 |
3-Creep Loss | p. 411 |
Prestress Losses | p. 411 |
Prestress Loss | p. 412 |
Computer Program NIZAM | p. 421 |
Conoidal dome's surfaces | p. 424 |
Concrete Containment Subject to Aircraft Crashes and Seismic Effects and Over Pressurisation | p. 451 |
Introduction | p. 451 |
Aircraft Impact/Crashes on Containment | p. 451 |
Aircraft Impact Using Finite Element and Ultimate Limit State Analysis | p. 452 |
Seismic Analysis for PWR/BWR | p. 459 |
Mutual Pounding of Containment Building with Auxiliary Building-The Pushover Analysis | p. 469 |
Data for Program ISOPAR-NLFEA | p. 481 |
Containment Overpressurisation and Blowdown | p. 481 |
General Introduction | p. 481 |
Containment Overpressurisation | p. 483 |
Bonded Reinforcement in the Concrete Reactor Pressure and Containment Vessels | p. 495 |
Introduction to the Main Philosophy | p. 495 |
General Rules for the Disposition of the Main Bonded Reinforcement in the Pressure or Containment Vessels | p. 496 |
Choice of Main Bonded Reinforcement | p. 497 |
Crack Distribution and Control Analyses of the Vessel | p. 507 |
Quantity and Spacings of Bonded Steel | p. 510 |
Calculation 1 | p. 511 |
General Criteria for Nominal Main Bonded Reinforcement | p. 511 |
Concrete Nuclear Shelters | p. 551 |
Introduction | p. 551 |
Characteristics of the Blast Wave in Air | p. 552 |
Dynamic Pressure | p. 553 |
Arrival Time and Duration | p. 554 |
Reflection of the Blast Wave at a Surface | p. 555 |
Blast from a Surface Burst | p. 555 |
Ground Shock from Air Blast | p. 557 |
Technical Aspects of a Blast Wave | p. 557 |
Air Blast Loading and Target Response | p. 557 |
Introduction to Codified Design | p. 563 |
US Code Ultimate Strength Theory: General Formulae | p. 563 |
Design of a Concrete Nuclear Shelter Against Explosion and Other Loads Based on the Home Office Manual | p. 569 |
Basic Data (Home Office Code) | p. 569 |
Additional Data for Designs Based on US Codes | p. 570 |
Design of a Nuclear Shelter Based on the US Codes | p. 574 |
Introduction | p. 574 |
Wall Design | p. 575 |
Lacing Bars | p. 579 |
Finite Element Analysis | p. 583 |
The Swedish Design and Details | p. 583 |
Damage Classification | p. 583 |
Blast Loads and Stesses | p. 591 |
Finite Element Analysis Of a Domestic Nuclear Shelter | p. 591 |
Elemental Design Analysis for Auxiliary Structures Associated with Nuclear Facilities | p. 593 |
General Introduction | p. 593 |
Background to Eurocode EC-3 | p. 593 |
Axially Loaded Members: Definition and Formulae | p. 595 |
Tension Members | p. 595 |
Compression Members | p. 595 |
Buckling Resistance | p. 595 |
Beams | p. 596 |
Shear Buckling | p. 596 |
Axially Loaded Member | p. 596 |
Resistance of Webs to Transverse Compression Forces | p. 597 |
WE10.1 | p. 597 |
WE10.2 | p. 602 |
WE10.3 | p. 603 |
A Brief of Systematic EC-2 Design | p. 605 |
Rectangular Sections with Tension and Compression Reinforcement with Moment Redistribution Applied (Based on the UK Annex to EC2) | p. 607 |
Design of Shear | p. 608 |
Vertical Stirrups or Links | p. 608 |
Floor Slab with Different and Boundary Conditions | p. 610 |
Short and Slender Columns in Reinforced Concrete | p. 610 |
WE10.5 | p. 612 |
WE10.6 | p. 613 |
WE10.7 | p. 617 |
WE10.8 | p. 618 |
WE10.9 | p. 619 |
A Nuclear Laboratory: A Case Study | p. 621 |
Proposal and Preliminary Data | p. 621 |
Loadings | p. 621 |
Site Condition | p. 623 |
Loading on the Roof | p. 623 |
Design of Roof Slab | p. 624 |
Design for Bending and Long Span of Slab | p. 625 |
Design of Roof Frame | p. 626 |
Design of Braced Column | p. 629 |
Design Base Plate for Inner Column | p. 635 |
Design of Base Plate for Outer Column | p. 635 |
Design for Wind-Loading Resistance | p. 636 |
Design of Diagonal Ties of Two Edge Column | p. 639 |
Foundation Design | p. 640 |
Wall Design | p. 642 |
Beam Design | p. 642 |
Column Design | p. 644 |
Prestressing Systems and Anchorage Design | p. 653 |
Analytical Formulation for the Liner and Penetration | p. 675 |
Movements in Prestressed Concrete Reactor and Containment Vessels | p. 705 |
Safe Analysis for Cooling Pipes for Reactor and Containment Vessels | p. 723 |
Programs Subroutines (For ISOPAR and F. BANG) | p. 737 |
Simplified Dynamic Analysis of Towers, Chimneys And Frames As Auxiliary Structures | p. 757 |
Index | p. 789 |
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