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  • Produktbild: Earthquake Engineering for Concrete Dams
  • Produktbild: Earthquake Engineering for Concrete Dams

Earthquake Engineering for Concrete Dams

171,99 €

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Beschreibung

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

12.03.2020

Verlag

John Wiley & Sons Inc

Seitenzahl

314

Maße (L/B/H)

26,3/21,1/2,2 cm

Gewicht

939 g

Auflage

1. Auflage

Sprache

Englisch

ISBN

978-1-119-05603-4

Beschreibung

Produktdetails

Einband

Gebundene Ausgabe

Erscheinungsdatum

12.03.2020

Verlag

John Wiley & Sons Inc

Seitenzahl

314

Maße (L/B/H)

26,3/21,1/2,2 cm

Gewicht

939 g

Auflage

1. Auflage

Sprache

Englisch

ISBN

978-1-119-05603-4

Herstelleradresse

Libri GmbH
Europaallee 1
36244 Bad Hersfeld
DE

Email: GPSR Kontakt

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  • Produktbild: Earthquake Engineering for Concrete Dams
  • Produktbild: Earthquake Engineering for Concrete Dams
  • Preface xiii
     
    Acknowledgments xv
     
    1 Introduction 1
     
    1.1 Earthquake Experience: Cases with Strongest Shaking 1
     
    1.2 Complexity of the Problem 6
     
    1.3 Traditional Design Procedures: Gravity Dams 8
     
    1.3.1 Traditional Analysis and Design 8
     
    1.3.2 Earthquake Performance of Koyna Dam 9
     
    1.3.3 Limitations of Traditional Procedures 9
     
    1.4 Traditional Design Procedures: Arch Dams 11
     
    1.4.1 Traditional Analysis and Design 11
     
    1.4.2 Limitations of Traditional Procedures 12
     
    1.5 Unrealistic Estimation of Seismic Demand and Structural Capacity 13
     
    1.6 Reasons Why Standard Finite-Element Method is Inadequate 13
     
    1.7 Rigorous Methods 14
     
    1.8 Scope and Organization 16
     
    Part I: Gravity Dams
     
    2 Fundamental Mode Response of Dams Including Dam-Water Interaction 21
     
    2.1 System and Ground Motion 21
     
    2.2 Dam Response Analysis 22
     
    2.2.1 Frequency Response Function 22
     
    2.2.2 Earthquake Response: Horizontal Ground Motion 23
     
    2.3 Hydrodynamic Pressures 24
     
    2.3.1 Governing Equation and Boundary Conditions 24
     
    2.3.2 Solutions to Boundary Value Problems 26
     
    2.3.3 Hydrodynamic Forces on Rigid Dams 28
     
    2.3.4 Westergaard's Results and Added Mass Analogy 30
     
    2.4 Dam Response Analysis Including Dam-Water Interaction 32
     
    2.5 Dam Response 33
     
    2.5.1 System Parameters 33
     
    2.5.2 System and Cases Analyzed 34
     
    2.5.3 Dam-Water Interaction Effects 34
     
    2.5.4 Implications of Ignoring Water Compressibility 37
     
    2.5.5 Comparison of Responses to Horizontal and Vertical Ground Motions 39
     
    2.6 Equivalent SDF System: Horizontal Ground Motion 40
     
    2.6.1 Modified Natural Frequency and Damping Ratio 40
     
    2.6.2 Evaluation of Equivalent SDF System 42
     
    2.6.3 Hydrodynamic Effects on Natural Frequency and Damping Ratio 43
     
    2.6.4 Peak Response 45
     
    Appendix 2: Wave-Absorptive Reservoir Bottom 46
     
    3 Fundamental Mode Response of Dams Including Dam-Water-Foundation Interaction 49
     
    3.1 System and Ground Motion 50
     
    3.2 Dam Response Analysis Including Dam-Foundation Interaction 51
     
    3.2.1 Governing Equations: Dam Substructure 51
     
    3.2.2 Governing Equations: Foundation Substructure 52
     
    3.2.3 Governing Equations: Dam-Foundation System 53
     
    3.2.4 Dam Response Analysis 54
     
    3.3 Dam-Foundation Interaction 54
     
    3.3.1 Interaction Effects 54
     
    3.3.2 Implications of Ignoring Foundation Mass 55
     
    3.4 Equivalent SDF System: Dam-Foundation System 56
     
    3.4.1 Modified Natural Frequency and Damping Ratio 56
     
    3.4.2 Evaluation of Equivalent SDF System 57
     
    3.4.3 Peak Response 59
     
    3.5 Equivalent SDF System: Dam-Water-Foundation System 60
     
    3.5.1 Modified Natural Frequency and Damping Ratio 60
     
    3.5.2 Evaluation of Equivalent SDF System 61
     
    3.5.3 Peak Response 62
     
    Appendix 3: Equivalent SDF System 63
     
    4 Response Spectrum Analysis of Dams Including Dam-Water-Foundation Interaction 65
     
    4.1 Equivalent Static Lateral Forces: Fundamental Mode 66
     
    4.1.1 One-Dimensional Representation 66
     
    4.1.2 Approximation of Hydrodynamic Pressure 67
     
    4.2 Equivalent Static Lateral Forces: Higher Modes 68
     
    4.3 Response Analysis 70
     
    4.3.1 Dynamic Response 70
     
    4.3.2 Total Response 70
     
    4.4 Standard Properties for Fundamental Mode Response 71
     
    4.4.1 Vibration Period and Mode Shape 71
     
    4.4.2 Modification of Period and Damping: Dam-Water Inter