Produktbild: Infrastructure Systems for Nuclear Energy

Infrastructure Systems for Nuclear Energy

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Beschreibung

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

03.02.2014

Herausgeber

Thomas T. C. Hsu + weitere

Verlag

Wiley

Seitenzahl

576

Maße (L/B/H)

24,4/17/3,3 cm

Gewicht

1052 g

Sprache

Englisch

ISBN

978-1-119-97585-4

Beschreibung

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

03.02.2014

Herausgeber

Verlag

Wiley

Seitenzahl

576

Maße (L/B/H)

24,4/17/3,3 cm

Gewicht

1052 g

Sprache

Englisch

ISBN

978-1-119-97585-4

Herstelleradresse

Libri GmbH
Europaallee 1
36244 Bad Hersfeld
DE

Email: gpsr@libri.de

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  • Produktbild: Infrastructure Systems for Nuclear Energy
  • List of Contributors xv

    Preface xix

    Acronyms xxi

    1 Introduction 1
    Thomas T. C. Hsu, Chiun-Lin Wu, and Jui-Liang Lin

    1.1 International Workshop on Infrastructure Systems for Nuclear Energy 1

    1.2 Overview of Nuclear Power Plants 4

    1.3 Infrastructure for Nuclear Power Industry 5

    1.4 Containment Structures 7

    1.5 Nuclear Waste Storage Facilities 13

    Part One Infrastructure for Nuclear Power Industry

    2 Current Status and Future Role of Nuclear Power 19
    Philip G. Tipping

    2.1 Introduction 19

    2.2 Installed Nuclear Power Capacity in 2011 21

    2.3 Discussion 28

    2.4 Conclusions 30

    2.5 Further Reading 31

    References 33

    3 Seismic Probabilistic Risk Assessment for Nuclear Power Plants 35
    Yin-Nan Huang and Andrew S. Whittaker

    3.1 Introduction 35

    3.2 Conventional SPRA Methodologies 36

    3.3 The Methodology of Huang et al. 44

    3.4 Summary and Conclusions 48

    References 48

    4 Seismic Abatement Method for Nuclear Power Plants and Seismic-Isolation Systems for Structural Elements 51
    Evgeny Kurbatskiy

    4.1 Main Principles of the Method 51

    4.2 Theorem and Proof 52

    4.3 Finite Element Construction 53

    4.4 Pros and Cons of the Method 56

    4.5 Application of the Method to Seismic Isolation Design of Whole Building 57

    4.6 Seismic Isolation Devices to Protect Various Elements and Units 58

    4.7 Applications 59

    4.8 Conclusions 61

    References 61

    5 Framework for Design of Next-Generation Base-Isolated Nuclear Structures 63
    Eric Keldrauk, Michael Mieler, Bo?idar Stojadinovi¿, and Per Peterson

    5.1 Introduction 63

    5.2 Development of Seismic Isolation Systems 65

    5.3 Seismic Isolation of New Nuclear Power Plant Structures 67

    5.4 Performance-Based Design and Evaluation Framework 70

    5.5 Conclusions 73

    References 74

    6 Development of Nuclear Energy in Taiwan 77
    Hwai-Chiung Hsu

    6.1 Introduction 77

    6.2 Brief Illustration of Nuclear Power Plants 78

    6.3 Safety of Nuclear Power Generation 81

    6.4 Nuclear Safety Enhancement 82

    6.5 Radioactive Waste Management 82

    6.6 Conclusions 83

    7 Regulatory Challenges on Safety of Nuclear Power Plants in Taiwan 85
    Chuen-Horng Tsai, Yi-Bin Chen, Shin Chang, Wen-Chun Teng, Ching-Hui Wu, Gung-Min Ho, Ta-Kang Hsiung, Syh-Tsong Chiou, and Wen-Chuan Chen

    7.1 Introduction 85

    7.2 Challenge I: New Evidence of Active Faults Near Plants 86

    7.3 Challenge II: Aging Management 88

    7.4 Challenge III: Risk-Informed In-Service Inspection (RI-ISI) 92

    7.5 Challenge IV - Chinshan Independent Spent Fuel Storage Installation (ISFSI) Program 94

    7.6 Challenge V: Post-Fukushima Safety Reassessment of NPPs 99

    7.7 Concluding Remarks 101

    References 102

    8 Concrete Properties, Safety, and Sustainability of Nuclear Power Plant Infrastructures: New Tools and Themes for Future Research 103
    Jacky Mazars, Bruno Capra, Alain Rouquand, and Christophe Pontiroli

    8.1 Introduction 103

    8.2 Tools for Design and Analysis: Advanced Damage Modeling 104

    8.3 Application to Reinforced Concrete Structures 110

    8.4 Aging Monitoring 119

    8.5 Perspectives and Conclusions 123

    References 124

    9 Small Modular Reactors: Infrastructure and Other Systems 127
    David Diamond

    9.1 Introduction 127

    9.2 Advantages of SMRs 127

    9.3 Regulatory and Technical Issues 128

    9.4 Design Features of iPWRs 128

    9.5 Conclusions 131

    Part Two Containment Structures

    10 Seismic Design of Reinforced Concrete Structures in Japan: NPP Facilities and High-Rise Buildings 135
    Tetsuo Kubo

    10.1 Introduction 135

    10.2 Safety Review System of Facilities in Japan 135

    10.3 Design Earthquake Motion for Structures 137

    10.4 Modeling of Structures for a Response Analsyis 142

    10.5 Design Criteria of Structures 149

    10.6 Concluding Remarks 151

    References 152

    11 Nonlinear Modeling of 3D Structural Reinforced Concrete and Seismic Performance Assessment 153
    Koichi Maekawa and Naoyuki Fukuura

    11.1 Introduction 153

    11.2 Construction of a Non-Orthogonal Cracking Model for Three Dimensions and Six Directions 156

    11.3 Path-Dependent Variables Defining the Non-Orthogonal Crack Group and its Setting 162

    11.4 Verification at the Element Level (Uniform Field) 164

    11.5 Verification at the Member Level (Uniform Stress Field) 166

    11.6 Conclusions 183

    References 183

    12 Shear Ductility and Energy Dissipation of Reinforced Concrete Walls 185
    Thomas T. C. Hsu

    12.1 Introduction 185

    12.2 Shear Theory 185

    12.3 Softened Membrane Model (SMM) 187

    12.4 Conversion of Biaxial Strains to Uniaxial Strains 189

    12.5 Constitutive Model of Concrete in CSMM 190

    12.6 Constitutive Model of Mild Steel Bars in CSMM 194

    12.7 Hysteretic Loops 194

    12.8 Cyclic Shear Ductility and Energy Dissipation 194

    12.9 Framed Shear Walls Under Cyclic Loading 197

    12.10 Earthquake Application 200

    12.11 Conclusions 201

    References 202

    13 Behavior of Reinforced Concrete Elements Subjected to Tri-Directional Shear Stresses 203
    Moheb Labib, Yashar Moslehy, and Ashraf Ayoub

    13.1 Introduction 203

    13.2 Previous Research Studies on Structures Subjected to a 3D State of Stress 204

    13.3 Modeling of RC Elements under a 3D State of Stress 207

    13.4 The Universal Panel Tester 209

    13.5 Installation of Out-of-Plane Hydraulic Cylinders 210

    13.6 Application of Out-of-Plane Shear in the Universal Panel Tester 211

    13.7 Test Program 213

    13.8 Behavior of Test Panels Under Tri-Directional Shear Loads 216

    13.9 Interaction Surface of Bi-Directional Shear Stresses 222

    13.10 Summary and Conclusions 223

    Acknowledgments 223

    References 224

    14 Pre-Stressed Concrete Containment Structural Design in China 227
    Zufeng Xia

    14.1 Introduction 227

    14.2 Design Improvements of Pre-Stressed Concrete Containment in Chashma Nuclear Power Plant 229

    14.3 Performance Analysis and Experiment Investigation of Third-Generation Containments 230

    14.4 Applications of Other Containment Structures in Domestic Nuclear Power Plants 232

    14.5 Conceptual Design of Spherical Pre-Stressed Concrete Containment Structures 233

    14.6 Conclusions on Pre-Stressed Concrete Containments 234

    References 235

    15 Steel Plate Concrete Walls for Containment Structures in Korea: In-Plane Shear Behavior 237
    Sung-Gul Hong, Seung-Joon Lee, and Myung-Jae Lee

    15.1 Introduction 237

    15.2 Fundamentals 238

    15.3 In-Plane Shear Behavior Models 238

    15.4 Experimental Programs 248

    15.5 Conclusions 257

    References 257

    16 Lessons Learned from Kashiwazaki-Kariwa NPP after Niigataken Chuetsu-Oki Earthquake (2007) in View of SSI Effect 259
    T. Nishikawa, H. Inoue, S. Motohashi, and K. Ebisawa

    16.1 Introduction 259

    16.2 Outline of the Earthquake, KK-NPP, and Observed Events 260

    16.3 Simulation Analyses of Observation Records 265

    16.4 Parametric Study on Floor Response 271

    16.5 Conclusions 275

    References 276

    17 Blast, Shock, and Impact Hazards to Nuclear Structures 277
    Theodor Krauthammer

    17.1 Introduction 277

    17.2 Hazard Environments and Loads 279

    17.3 Experimental Observations 281

    17.4 Computational and Experimental Analysis 283

    17.5 Design and Construction 284

    17.6 Summary 285

    References 286

    18 History of Shear Design Provisions in the ASME/ACI Code for Concrete Reactor Vessels and Containments 287
    Ralph G. Oesterle, W. Gene Corley, and Ahmed Elremaily

    18.1 Introduction 287

    18.2 Background of ASME/ACI Code 288

    18.3 Tangential Shear Design Provisions 289

    18.4 Peripheral Shear Design Provisions 299

    18.5 Radial Shear Design Provisions 302

    18.6 Summary 304

    References 304

    19 US NRC Requirements for Containment Structure Design 307
    John S. Ma, Bret A. Tegeler, and Brian E. Thomas

    19.1 Introduction 307

    19.2 Seismic Analysis for Containment Structures 307

    19.3 Design of Containment Structure 312

    19.4 Conclusions 316

    Disclaimer 317

    References 317

    Part Three COMPUTER SOFTWARE FOR CONTAINMENT STRUCTURES

    20 FE Program SCS for Analyzing Wall-Type Concrete Structures 321
    Y.L. Mo, Padmanabha Rao Tadepalli, Norman Hoffman, and Thomas T.C. Hsu

    20.1 Introduction 321

    20.2 Material Scale 323

    20.3 Element Scale 327

    20.4 Structure Scale 330

    20.5 Validation 332

    20.6 Conclusions 340

    References 341

    21 Modeling and Analysis of Nuclear Power Plant Structures Using ANATECH-ANACAP Software System 345
    Joseph Y.R. Rashid, Randy J. James, and Robert S. Dunham

    21.1 Introduction 345

    21.2 Concrete Constitutive Formulation in ANACAP-U 346

    21.3 Example Applications 352

    References 363

    22 SASSI FE Program for Seismic Response Analysis of Nuclear Containment Structures 365
    Mansour Tabatabaie

    22.1 Introduction 365

    22.2 Methodology 366

    22.3 Summary 385

    Acknowledgments 385

    References 385

    23 FE Program LS-DYNA for Analysis of NPP Structures Including Seismic Soil-Structure Interaction 387
    Ushnish Basu

    23.1 Introduction 387

    23.2 Relevant Strengths of LS-DYNA 388

    23.3 Analysis Framework 389

    23.4 Perfectly Matched Layer (PML) 390

    23.5 Effective Seismic Input (ESI) 392

    23.6 Numerical Results 394

    23.7 Conclusions 395

    References 395

    24 FE Program ATENA for Safety Assessment of NPP Containments 397
    Jan Cervenka and Vladimir Cervenka

    24.1 Introduction 397

    24.2 Material Model for Concrete 397

    24.3 Validation 399

    24.4 Nonlinear Analysis of Containment Structures 400

    24.5 Conclusions 405

    References 405

    Part Four Nuclear Waste Storage Facilities

    25 Properties of Concrete Required in Nuclear Power Plants 409
    Patrick Bamonte and Pietro G. Gambarova

    25.1 Introduction 409

    25.2 Chemical Attack, Freezing-and-Thawing Cycling 412

    25.3 Permeability and Diffusivity 413

    25.4 Radiation-Shielding Capability and Irradiation Effects 415

    25.5 Volume Changes and Creep 417

    25.6 Thermal and Fire Exposure 417

    25.7 Concrete for Waste-Disposal Structures 432

    25.8 Conclusions 434

    Acknowledgments 436

    References 436

    26 Concrete under High Temperature 439
    Kaspar Willam, Yunping Xi, and Daniel J. Naus

    26.1 Introduction 439

    26.2 The Coupling Among Hygro-Thermo-Mechanical Loading 439

    26.3 Modeling Coupling 443

    26.4 Acceleration of Basic Creep of Concrete by Temperature 445

    26.5 Experimental Data 447

    26.6 High Temperature Test Data 449

    26.7 Concrete Strength Data 451

    26.8 Remarks on Temperature Concrete Data 453

    26.9 Thermo-Elastoplastic Concrete Model 454

    26.10 Loss of Bounded Material Response 455

    26.11 Conclusions 456

    References 456

    27 Irradiation Effects on Concrete Structures 459
    Osamu Kontani, Yoshikazu Ichikawa, Akihiro Ishizawa, Masayuki Takizawa, and Osamu Sato

    27.1 Introduction 459

    27.2 Background 460

    27.3 Microstructures 461

    27.4 Interaction Between Radiation and Materials 463

    27.5 Mechanism of Concrete Deterioration 465

    27.6 Gamma Ray Irradiation Tests 466

    27.7 Conclusions 472

    Acknowledgments 472

    References 473

    28 Activities in Support of Continuing the Service of Nuclear Power Plant Safety Related Concrete Structures 475
    D. J. Naus

    28.1 Introduction 475

    28.2 Concrete Structures 476

    28.3 In-Service Inspection and Testing Requirments 478

    28.4 Renewal of Operating Licenses 479

    28.5 Operating Experience and Material Performance 481

    28.6 Management of Aging 484

    28.7 Potential Research Topics 490

    28.8 Summary 491

    References 491

    29 Spent Nuclear Fuel Final Disposal in Taiwan 497
    Y. C. Peng

    29.1 Introduction 497

    29.2 Disposal Program 498

    29.3 Operation Organization and Work Delegation 499

    29.4 Nuclear Backend Fund 500

    29.5 2009 Progress Report 500

    29.6 Conclusions 502

    References 502

    30 Safety Features of Dry Storage System at Chinshan Nuclear Power Plant 503
    Yuhao Huang

    30.1 Introduction 503

    30.2 Major Components and Operation Sequence 504

    30.3 Major Safety Features 506

    30.4 Conclusions 516

    References 516

    31 Seismic Consequence Modeling for the Yucca Mountain Repository Project 519
    Stanley A. Orrell and Charles Bryan

    31.1 Introduction 519

    31.2 Description of the Repository 520

    31.3 The Pre-Closure Safety Case 524

    31.4 The Post-Closure Safety Case 528

    31.5 Summary 533

    References 533

    Index 535