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Anil K. Chopra
Earthquake Engineering for Concrete Dams
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Страница 1
Table of Contents
List of Tables
List of Illustrations
Guide
Pages
EARTHQUAKE ENGINEERING FOR CONCRETE DAMS Analysis, Design, and Evaluation
Страница 8
Страница 9
Preface
Acknowledgments
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
NOTES
Part I GRAVITY DAMS
2 Fundamental Mode Response of Dams Including Dam–Water Interaction PREVIEW
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 A2.1 Reservoir Bottom Sediments
A2.2 Application to Flexible Foundation
A2.3 Comments on the Absorbing Boundary
NOTES
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