Earthquake Engineering for Concrete Dams. Anil K. Chopra

8.7 RESPONSE HISTORY ANALYSIS 8.8 EXTENSION TO SPATIALLY VARYING GROUND MOTION 8.9 EACD‐3D‐2008 COMPUTER PROGRAM NOTES 9 Earthquake Analysis of Arch Dams: Factors to Be Included PREVIEW 9.1 DAM–WATER–FOUNDATION INTERACTION EFFECTS 9.2 BUREAU OF RECLAMATION ANALYSES 9.3 INFLUENCE OF SPATIAL VARIATIONS IN GROUND MOTIONS NOTE 10 Comparison of Computed and Recorded Motions PREVIEW 10.1 EARTHQUAKE RESPONSE OF MAUVOISIN DAM 10.2 EARTHQUAKE RESPONSE OF PACOIMA DAM 10.3 CALIBRATION OF NUMERICAL MODEL: DAMPING NOTE 11 Nonlinear Response History Analysis of Dams PREVIEW PART A: NONLINEAR MECHANISMS AND MODELING 11.1 LIMITATIONS OF LINEAR DYNAMIC ANALYSES 11.2 NONLINEAR MECHANISMS 11.3 NONLINEAR MATERIAL MODELS 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 11.7 EQUATIONS OF MOTION 11.8 EFFECTIVE EARTHQUAKE FORCES 11.9 NUMERICAL VALIDATION OF THE DIRECT FINITE ELEMENT METHOD 11.10 SIMPLIFICATIONS OF ANALYSIS PROCEDURE 11.11 EXAMPLE NONLINEAR RESPONSE HISTORY ANALYSIS 11.12 CHALLENGES IN PREDICTING NONLINEAR RESPONSE OF DAMS NOTES

      7  Part III: DESIGN AND EVALUATION 12 Design and Evaluation Methodology PREVIEW 12.1 DESIGN EARTHQUAKES AND GROUND MOTIONS 12.2 PROGRESSIVE SEISMIC DEMAND ANALYSES 12.3 PROGRESSIVE CAPACITY EVALUATION 12.4 EVALUATING SEISMIC PERFORMANCE 12.5 POTENTIAL FAILURE MODE ANALYSIS NOTES 13 Ground‐Motion Selection and Modification PREVIEW PART A: SINGLE HORIZONTAL COMPONENT OF GROUND MOTION 13.1 TARGET SPECTRUM 13.2 GROUND‐MOTION SELECTION AND AMPLITUDE SCALING 13.3 GROUND‐MOTION SELECTION TO MATCH TARGET SPECTRUM MEAN AND VARIANCE 13.4 GROUND‐MOTION SELECTION AND SPECTRAL MATCHING 13.5 AMPLITUDE SCALING VERSUS SPECTRAL MATCHING OF GROUND MOTIONS PART B: TWO HORIZONTAL COMPONENTS OF GROUND MOTION 13.6 TARGET SPECTRA 13.7 SELECTION, SCALING, AND ORIENTATION OF GROUND‐MOTION COMPONENTS PART C: THREE COMPONENTS OF GROUND MOTION 13.8 TARGET SPECTRA AND GROUND‐MOTION SELECTION NOTES 14 Application of Dynamic Analysis to Evaluate Existing Dams and Design New Dams PREVIEW 14.1 SEISMIC EVALUATION OF FOLSOM DAM 14.2 SEISMIC DESIGN OF OLIVENHAIN DAM 14.3 SEISMIC EVALUATION OF HOOVER DAM 14.4 SEISMIC DESIGN OF DAGANGSHAN DAM NOTE

      8  References

      9  Notation PART I: CHAPTERS 2–8 PART II: CHAPTERS 9–11 PART III: CHAPTERS 12–14

      10  Index

      11  End User License Agreement

      List of Tables

      1 Chapter 4Table 4.7.1 Pine Flat Dam analysis cases, fundamental mode properties, and corre...Table 4.7.2 “Exact” and approximate fundamental mode properties.

      2 Chapter 6Table 6.1.1 Cases of Pine Flat Dam analyzed, fundamental mode properties, and ps...Table 6.2.1 Peak responses of Pine Flat Dam supported on rigid foundation to Taf...Table 6.3.1 Peak responses of Pine Flat Dam including dam–foundation interaction...

      3 Chapter 10Table 10.3.1 Overall damping in 2D numerical model of Pine Flat Dam computed by ...

      4 Chapter 14Table 14.2.1 Peak values of selected stresses (psi) during three ground motions ...

      List of Illustrations

      1 Chapter