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Earthquake Engineering for Concrete Dams : Analysis, Design, and Evaluation.

By: Material type: TextTextPublisher: Newark : John Wiley & Sons, Incorporated, 2020Copyright date: ©2017Edition: 1st edDescription: 1 online resource (316 pages)Content type:
  • text
Media type:
  • computer
Carrier type:
  • online resource
ISBN:
  • 9781119056041
Subject(s): Genre/Form: Additional physical formats: Print version:: Earthquake Engineering for Concrete DamsLOC classification:
  • TA654.6 .C467 2020
Online resources:
Contents:
Cover -- Title Page -- Copyright -- Contents -- Preface -- Acknowledgments -- Chapter 1 Introduction -- 1.1 Earthquake Experience: Cases with Strongest Shaking -- 1.2 Complexity of the Problem -- 1.3 Traditional Design Procedures: Gravity Dams -- 1.3.1 Traditional Analysis and Design -- 1.3.2 Earthquake Performance of Koyna Dam -- 1.3.3 Limitations of Traditional Procedures -- 1.4 Traditional Design Procedures: Arch Dams -- 1.4.1 Traditional Analysis and Design -- 1.4.2 Limitations of Traditional Procedures -- 1.5 Unrealistic Estimation of Seismic Demand and Structural Capacity -- 1.6 Reasons Why Standard Finite‐Element Method Is Inadequate -- 1.7 Rigorous Methods -- 1.8 Scope and Organization -- Part I Gravity Dams -- Chapter 2 Fundamental Mode Response of Dams Including Dam-Water Interaction -- 2.1 System and Ground Motion -- 2.2 Dam Response Analysis -- 2.2.1 Frequency Response Function -- 2.2.2 Earthquake Response: Horizontal Ground Motion -- 2.3 Hydrodynamic Pressures -- 2.3.1 Governing Equation and Boundary Conditions -- 2.3.2 Solutions to Boundary Value Problems -- 2.3.3 Hydrodynamic Forces on Rigid Dams -- 2.3.4 Westergaard's Results and Added Mass Analogy -- 2.4 Dam Response Analysis Including Dam-Water Interaction -- 2.5 Dam Response -- 2.5.1 System Parameters -- 2.5.2 System and Cases Analyzed -- 2.5.3 Dam-Water Interaction Effects -- 2.5.4 Implications of Ignoring Water Compressibility -- 2.5.5 Comparison of Responses to Horizontal and Vertical Ground Motions -- 2.6 Equivalent SDF System: Horizontal Ground Motion -- 2.6.1 Modified Natural Frequency and Damping Ratio -- 2.6.2 Evaluation of Equivalent SDF System -- 2.6.3 Hydrodynamic Effects on Natural Frequency and Damping Ratio -- 2.6.4 Peak Response -- Appendix 2: Wave-Absorptive Reservoir Bottom.
Chapter 3 Fundamental Mode Response of Dams Including Dam-Water-Foundation Interaction -- 3.1 System and Ground Motion -- 3.2 Dam Response Analysis Including Dam-Foundation Interaction -- 3.2.1 Governing Equations: Dam Substructure -- 3.2.2 Governing Equations: Foundation Substructure -- 3.2.3 Governing Equations: Dam-Foundation System -- 3.2.4 Dam Response Analysis -- 3.3 Dam-Foundation Interaction -- 3.3.1 Interaction Effects -- 3.3.2 Implications of Ignoring Foundation Mass -- 3.4 Equivalent SDF System: Dam-Foundation System -- 3.4.1 Modified Natural Frequency and Damping Ratio -- 3.4.2 Evaluation of Equivalent SDF System -- 3.4.3 Peak Response -- 3.5 Equivalent SDF System: Dam-Water-Foundation System -- 3.5.1 Modified Natural Frequency and Damping Ratio -- 3.5.2 Evaluation of Equivalent SDF System -- 3.5.3 Peak Response -- Appendix 3: Equivalent SDF System -- Chapter 4 Response Spectrum Analysis of Dams Including Dam-Water-Foundation Interaction -- 4.1 Equivalent Static Lateral Forces: Fundamental Mode -- 4.1.1 One‐Dimensional Representation -- 4.1.2 Approximation of Hydrodynamic Pressure -- 4.2 Equivalent Static Lateral Forces: Higher Modes -- 4.3 Response Analysis -- 4.3.1 Dynamic Response -- 4.3.2 Total Response -- 4.4 Standard Properties for Fundamental Mode Response -- 4.4.1 Vibration Period and Mode Shape -- 4.4.2 Modification of Period and Damping: Dam-Water Interaction -- 4.4.3 Modification of Period and Damping: Dam-Foundation Interaction -- 4.4.4 Hydrodynamic Pressure -- 4.4.5 Generalized Mass and Earthquake Force Coefficient -- 4.5 Computational Steps -- 4.6 CADAM Computer Program -- 4.7 Accuracy of Response Spectrum Analysis Procedure -- 4.7.1 System Considered -- 4.7.2 Ground Motions -- 4.7.3 Response Spectrum Analysis -- 4.7.4 Comparison with Response History Analysis.
Chapter 5 Response History Analysis of Dams Including Dam-Water-Foundation Interaction -- 5.1 Dam-Water-Foundation System -- 5.1.1 Two‐Dimensional Idealization -- 5.1.2 System Considered -- 5.1.3 Ground Motion -- 5.2 Frequency‐Domain Equations: Dam Substructure -- 5.3 Frequency‐Domain Equations: Foundation Substructure -- 5.4 Dam-Foundation System -- 5.4.1 Frequency‐Domain Equations -- 5.4.2 Reduction of Degrees of Freedom -- 5.5 Frequency-Domain Equations: Fluid Domain Substructure -- 5.5.1 Boundary Value Problems -- 5.5.2 Solutions for Hydrodynamic Pressure Terms -- 5.5.3 Hydrodynamic Force Vectors -- 5.6 Frequency‐Domain Equations: Dam-Water-Foundation System -- 5.7 Response History Analysis -- 5.8 EAGD‐84 Computer Program -- Appendix 5: Water-Foundation Interaction -- Chapter 6 Dam-Water-Foundation Interaction Effects in Earthquake Response -- 6.1 System, Ground Motion, Cases Analyzed, and Spectral Ordinates -- 6.1.1 Pine Flat Dam -- 6.1.2 Ground Motion -- 6.1.3 Cases Analyzed and Response Results -- 6.2 Dam-Water Interaction -- 6.2.1 Hydrodynamic Effects -- 6.2.2 Reservoir Bottom Absorption Effects -- 6.2.3 Implications of Ignoring Water Compressibility -- 6.3 Dam-Foundation Interaction -- 6.3.1 Dam-Foundation Interaction Effects -- 6.3.2 Implications of Ignoring Foundation Mass -- 6.4 Dam-Water-Foundation Interaction Effects -- Chapter 7 Comparison of Computed and Recorded Earthquake Responses of Dams -- 7.1 Comparison of Computed and Recorded Motions -- 7.1.1 Choice of Example -- 7.1.2 Tsuruda Dam and Earthquake Records -- 7.1.3 System Analyzed -- 7.1.4 Comparison of Computed and Recorded Responses -- 7.2 Koyna Dam Case History -- 7.2.1 Koyna Dam and Earthquake Damage -- 7.2.2 Computed Response of Koyna Dam -- 7.2.3 Response of Typical Gravity Dam Sections -- 7.2.4 Response of Dams with Modified Profiles -- Appendix 7: System Properties.
Part II Arch Dams -- Chapter 8 Response History Analysis of Arch Dams Including Dam-Water-Foundation Interaction -- 8.1 System and Ground Motion -- 8.2 Frequency‐Domain Equations: Dam Substructure -- 8.3 Frequency‐Domain Equations: Foundation Substructure -- 8.4 Dam-Foundation System -- 8.4.1 Frequency‐Domain Equations -- 8.4.2 Reduction of Degrees of Freedom -- 8.5 Frequency‐Domain Equations: Fluid Domain Substructure -- 8.6 Frequency‐Domain Equations: Dam-Water-Foundation System -- 8.7 Response History Analysis -- 8.8 Extension to Spatially Varying Ground Motion -- 8.9 EACD‐3D‐2008 Computer Program -- Chapter 9 Earthquake Analysis of Arch Dams: Factors to Be Included -- 9.1 Dam-Water-Foundation Interaction Effects -- 9.1.1 Dam-Water Interaction -- 9.1.2 Dam-Foundation Interaction -- 9.1.3 Dam-Water-Foundation Interaction -- 9.1.4 Earthquake Responses -- 9.2 Bureau of Reclamation Analyses -- 9.2.1 Implications of Ignoring Foundation Mass -- 9.2.2 Implications of Ignoring Water Compressibility -- 9.3 Influence of Spatial Variations in Ground Motions -- 9.3.1 January 13, 2001 Earthquake -- 9.3.2 January 17, 1994 Northridge Earthquake -- Chapter 10 Comparison of Computed and Recorded Motions -- 10.1 Earthquake Response of Mauvoisin Dam -- 10.1.1 Mauvoisin Dam and Earthquake Records -- 10.1.2 System Analyzed -- 10.1.3 Spatially Varying Ground Motion -- 10.1.4 Comparison of Computed and Recorded Responses -- 10.2 Earthquake Response of Pacoima Dam -- 10.2.1 Pacoima Dam and Earthquake Records -- 10.2.2 System Analyzed -- 10.2.3 Comparison of Computed and Recorded Responses: January 13, 2001 Earthquake -- 10.2.4 Comparison of Computed Responses and Observed Damage: Northridge Earthquake -- 10.3 Calibration of Numerical Model: Damping -- Chapter 11 Nonlinear Response History Analysis of Dams -- Part A: Nonlinear Mechanisms and Modeling.
11.1 Limitations of Linear Dynamic Analyses -- 11.2 Nonlinear Mechanisms -- 11.2.1 Concrete Dams -- 11.2.2 Foundation Rock -- 11.2.3 Impounded Water -- 11.2.4 Pre‐Earthquake Static Analysis -- 11.3 Nonlinear Material Models -- 11.3.1 Concrete Cracking -- 11.3.2 Contraction Joints: Opening, Closing, and Sliding -- 11.3.3 Lift Joints and Concrete-Rock Interfaces: Sliding and Separation -- 11.3.4 Discontinuities in Foundation Rock -- 11.4 Material Models in Commercial Finite‐Element Codes -- Part B: Direct Finite‐Element Method -- 11.5 Concepts and Requirements -- 11.6 System and Ground Motion -- 11.6.1 Semi‐Unbounded Dam-Water-Foundation System -- 11.6.2 Earthquake Excitation -- 11.7 Equations of Motion -- 11.8 Effective Earthquake Forces -- 11.8.1 Forces at Bottom Boundary of Foundation Domain -- 11.8.2 Forces at Side Boundaries of Foundation Domain -- 11.8.3 Forces at Upstream Boundary of Fluid Domain -- 11.9 Numerical Validation of the Direct Finite Element Method -- 11.9.1 System Considered and Validation Methodology -- 11.9.2 Frequency Response Functions -- 11.9.3 Earthquake Response History -- 11.10 Simplifications of Analysis Procedure -- 11.10.1 Using 1D Analysis to Compute Effective Earthquake Forces -- 11.10.2 Ignoring Effective Earthquake Forces at Side Boundaries -- 11.10.3 Avoiding Deconvolution of the Surface Free‐Field Motion -- 11.10.4 Ignoring Effective Earthquake Forces at Upstream Boundary of Fluid Domain -- 11.10.5 Ignoring Sediments at the Reservoir Boundary -- 11.11 Example Nonlinear Response History Analysis -- 11.11.1 System and Ground Motion -- 11.11.2 Computer Implementation -- 11.11.3 Earthquake Response Results -- 11.12 Challenges in Predicting Nonlinear Response of Dams -- Part III Design and Evaluation -- Chapter 12 Design and Evaluation Methodology -- 12.1 Design Earthquakes and Ground Motions -- 12.1.1 ICOLD and FEMA.
12.1.2 U.S. Army Corps of Engineers (USACE).
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Cover -- Title Page -- Copyright -- Contents -- Preface -- Acknowledgments -- Chapter 1 Introduction -- 1.1 Earthquake Experience: Cases with Strongest Shaking -- 1.2 Complexity of the Problem -- 1.3 Traditional Design Procedures: Gravity Dams -- 1.3.1 Traditional Analysis and Design -- 1.3.2 Earthquake Performance of Koyna Dam -- 1.3.3 Limitations of Traditional Procedures -- 1.4 Traditional Design Procedures: Arch Dams -- 1.4.1 Traditional Analysis and Design -- 1.4.2 Limitations of Traditional Procedures -- 1.5 Unrealistic Estimation of Seismic Demand and Structural Capacity -- 1.6 Reasons Why Standard Finite‐Element Method Is Inadequate -- 1.7 Rigorous Methods -- 1.8 Scope and Organization -- Part I Gravity Dams -- Chapter 2 Fundamental Mode Response of Dams Including Dam-Water Interaction -- 2.1 System and Ground Motion -- 2.2 Dam Response Analysis -- 2.2.1 Frequency Response Function -- 2.2.2 Earthquake Response: Horizontal Ground Motion -- 2.3 Hydrodynamic Pressures -- 2.3.1 Governing Equation and Boundary Conditions -- 2.3.2 Solutions to Boundary Value Problems -- 2.3.3 Hydrodynamic Forces on Rigid Dams -- 2.3.4 Westergaard's Results and Added Mass Analogy -- 2.4 Dam Response Analysis Including Dam-Water Interaction -- 2.5 Dam Response -- 2.5.1 System Parameters -- 2.5.2 System and Cases Analyzed -- 2.5.3 Dam-Water Interaction Effects -- 2.5.4 Implications of Ignoring Water Compressibility -- 2.5.5 Comparison of Responses to Horizontal and Vertical Ground Motions -- 2.6 Equivalent SDF System: Horizontal Ground Motion -- 2.6.1 Modified Natural Frequency and Damping Ratio -- 2.6.2 Evaluation of Equivalent SDF System -- 2.6.3 Hydrodynamic Effects on Natural Frequency and Damping Ratio -- 2.6.4 Peak Response -- Appendix 2: Wave-Absorptive Reservoir Bottom.

Chapter 3 Fundamental Mode Response of Dams Including Dam-Water-Foundation Interaction -- 3.1 System and Ground Motion -- 3.2 Dam Response Analysis Including Dam-Foundation Interaction -- 3.2.1 Governing Equations: Dam Substructure -- 3.2.2 Governing Equations: Foundation Substructure -- 3.2.3 Governing Equations: Dam-Foundation System -- 3.2.4 Dam Response Analysis -- 3.3 Dam-Foundation Interaction -- 3.3.1 Interaction Effects -- 3.3.2 Implications of Ignoring Foundation Mass -- 3.4 Equivalent SDF System: Dam-Foundation System -- 3.4.1 Modified Natural Frequency and Damping Ratio -- 3.4.2 Evaluation of Equivalent SDF System -- 3.4.3 Peak Response -- 3.5 Equivalent SDF System: Dam-Water-Foundation System -- 3.5.1 Modified Natural Frequency and Damping Ratio -- 3.5.2 Evaluation of Equivalent SDF System -- 3.5.3 Peak Response -- Appendix 3: Equivalent SDF System -- Chapter 4 Response Spectrum Analysis of Dams Including Dam-Water-Foundation Interaction -- 4.1 Equivalent Static Lateral Forces: Fundamental Mode -- 4.1.1 One‐Dimensional Representation -- 4.1.2 Approximation of Hydrodynamic Pressure -- 4.2 Equivalent Static Lateral Forces: Higher Modes -- 4.3 Response Analysis -- 4.3.1 Dynamic Response -- 4.3.2 Total Response -- 4.4 Standard Properties for Fundamental Mode Response -- 4.4.1 Vibration Period and Mode Shape -- 4.4.2 Modification of Period and Damping: Dam-Water Interaction -- 4.4.3 Modification of Period and Damping: Dam-Foundation Interaction -- 4.4.4 Hydrodynamic Pressure -- 4.4.5 Generalized Mass and Earthquake Force Coefficient -- 4.5 Computational Steps -- 4.6 CADAM Computer Program -- 4.7 Accuracy of Response Spectrum Analysis Procedure -- 4.7.1 System Considered -- 4.7.2 Ground Motions -- 4.7.3 Response Spectrum Analysis -- 4.7.4 Comparison with Response History Analysis.

Chapter 5 Response History Analysis of Dams Including Dam-Water-Foundation Interaction -- 5.1 Dam-Water-Foundation System -- 5.1.1 Two‐Dimensional Idealization -- 5.1.2 System Considered -- 5.1.3 Ground Motion -- 5.2 Frequency‐Domain Equations: Dam Substructure -- 5.3 Frequency‐Domain Equations: Foundation Substructure -- 5.4 Dam-Foundation System -- 5.4.1 Frequency‐Domain Equations -- 5.4.2 Reduction of Degrees of Freedom -- 5.5 Frequency-Domain Equations: Fluid Domain Substructure -- 5.5.1 Boundary Value Problems -- 5.5.2 Solutions for Hydrodynamic Pressure Terms -- 5.5.3 Hydrodynamic Force Vectors -- 5.6 Frequency‐Domain Equations: Dam-Water-Foundation System -- 5.7 Response History Analysis -- 5.8 EAGD‐84 Computer Program -- Appendix 5: Water-Foundation Interaction -- Chapter 6 Dam-Water-Foundation Interaction Effects in Earthquake Response -- 6.1 System, Ground Motion, Cases Analyzed, and Spectral Ordinates -- 6.1.1 Pine Flat Dam -- 6.1.2 Ground Motion -- 6.1.3 Cases Analyzed and Response Results -- 6.2 Dam-Water Interaction -- 6.2.1 Hydrodynamic Effects -- 6.2.2 Reservoir Bottom Absorption Effects -- 6.2.3 Implications of Ignoring Water Compressibility -- 6.3 Dam-Foundation Interaction -- 6.3.1 Dam-Foundation Interaction Effects -- 6.3.2 Implications of Ignoring Foundation Mass -- 6.4 Dam-Water-Foundation Interaction Effects -- Chapter 7 Comparison of Computed and Recorded Earthquake Responses of Dams -- 7.1 Comparison of Computed and Recorded Motions -- 7.1.1 Choice of Example -- 7.1.2 Tsuruda Dam and Earthquake Records -- 7.1.3 System Analyzed -- 7.1.4 Comparison of Computed and Recorded Responses -- 7.2 Koyna Dam Case History -- 7.2.1 Koyna Dam and Earthquake Damage -- 7.2.2 Computed Response of Koyna Dam -- 7.2.3 Response of Typical Gravity Dam Sections -- 7.2.4 Response of Dams with Modified Profiles -- Appendix 7: System Properties.

Part II Arch Dams -- Chapter 8 Response History Analysis of Arch Dams Including Dam-Water-Foundation Interaction -- 8.1 System and Ground Motion -- 8.2 Frequency‐Domain Equations: Dam Substructure -- 8.3 Frequency‐Domain Equations: Foundation Substructure -- 8.4 Dam-Foundation System -- 8.4.1 Frequency‐Domain Equations -- 8.4.2 Reduction of Degrees of Freedom -- 8.5 Frequency‐Domain Equations: Fluid Domain Substructure -- 8.6 Frequency‐Domain Equations: Dam-Water-Foundation System -- 8.7 Response History Analysis -- 8.8 Extension to Spatially Varying Ground Motion -- 8.9 EACD‐3D‐2008 Computer Program -- Chapter 9 Earthquake Analysis of Arch Dams: Factors to Be Included -- 9.1 Dam-Water-Foundation Interaction Effects -- 9.1.1 Dam-Water Interaction -- 9.1.2 Dam-Foundation Interaction -- 9.1.3 Dam-Water-Foundation Interaction -- 9.1.4 Earthquake Responses -- 9.2 Bureau of Reclamation Analyses -- 9.2.1 Implications of Ignoring Foundation Mass -- 9.2.2 Implications of Ignoring Water Compressibility -- 9.3 Influence of Spatial Variations in Ground Motions -- 9.3.1 January 13, 2001 Earthquake -- 9.3.2 January 17, 1994 Northridge Earthquake -- Chapter 10 Comparison of Computed and Recorded Motions -- 10.1 Earthquake Response of Mauvoisin Dam -- 10.1.1 Mauvoisin Dam and Earthquake Records -- 10.1.2 System Analyzed -- 10.1.3 Spatially Varying Ground Motion -- 10.1.4 Comparison of Computed and Recorded Responses -- 10.2 Earthquake Response of Pacoima Dam -- 10.2.1 Pacoima Dam and Earthquake Records -- 10.2.2 System Analyzed -- 10.2.3 Comparison of Computed and Recorded Responses: January 13, 2001 Earthquake -- 10.2.4 Comparison of Computed Responses and Observed Damage: Northridge Earthquake -- 10.3 Calibration of Numerical Model: Damping -- Chapter 11 Nonlinear Response History Analysis of Dams -- Part A: Nonlinear Mechanisms and Modeling.

11.1 Limitations of Linear Dynamic Analyses -- 11.2 Nonlinear Mechanisms -- 11.2.1 Concrete Dams -- 11.2.2 Foundation Rock -- 11.2.3 Impounded Water -- 11.2.4 Pre‐Earthquake Static Analysis -- 11.3 Nonlinear Material Models -- 11.3.1 Concrete Cracking -- 11.3.2 Contraction Joints: Opening, Closing, and Sliding -- 11.3.3 Lift Joints and Concrete-Rock Interfaces: Sliding and Separation -- 11.3.4 Discontinuities in Foundation Rock -- 11.4 Material Models in Commercial Finite‐Element Codes -- Part B: Direct Finite‐Element Method -- 11.5 Concepts and Requirements -- 11.6 System and Ground Motion -- 11.6.1 Semi‐Unbounded Dam-Water-Foundation System -- 11.6.2 Earthquake Excitation -- 11.7 Equations of Motion -- 11.8 Effective Earthquake Forces -- 11.8.1 Forces at Bottom Boundary of Foundation Domain -- 11.8.2 Forces at Side Boundaries of Foundation Domain -- 11.8.3 Forces at Upstream Boundary of Fluid Domain -- 11.9 Numerical Validation of the Direct Finite Element Method -- 11.9.1 System Considered and Validation Methodology -- 11.9.2 Frequency Response Functions -- 11.9.3 Earthquake Response History -- 11.10 Simplifications of Analysis Procedure -- 11.10.1 Using 1D Analysis to Compute Effective Earthquake Forces -- 11.10.2 Ignoring Effective Earthquake Forces at Side Boundaries -- 11.10.3 Avoiding Deconvolution of the Surface Free‐Field Motion -- 11.10.4 Ignoring Effective Earthquake Forces at Upstream Boundary of Fluid Domain -- 11.10.5 Ignoring Sediments at the Reservoir Boundary -- 11.11 Example Nonlinear Response History Analysis -- 11.11.1 System and Ground Motion -- 11.11.2 Computer Implementation -- 11.11.3 Earthquake Response Results -- 11.12 Challenges in Predicting Nonlinear Response of Dams -- Part III Design and Evaluation -- Chapter 12 Design and Evaluation Methodology -- 12.1 Design Earthquakes and Ground Motions -- 12.1.1 ICOLD and FEMA.

12.1.2 U.S. Army Corps of Engineers (USACE).

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Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2024. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.

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