Earthquake Engineering for Concrete Dams : (Record no. 15798)
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| fixed length control field | 10966nam a22004573i 4500 |
| 001 - CONTROL NUMBER | |
| control field | EBC6028089 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | MiAaPQ |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20240724114111.0 |
| 006 - FIXED-LENGTH DATA ELEMENTS--ADDITIONAL MATERIAL CHARACTERISTICS | |
| fixed length control field | m o d | |
| 007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION | |
| fixed length control field | cr cnu|||||||| |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240724s2020 xx o ||||0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 9781119056041 |
| Qualifying information | (electronic bk.) |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| Canceled/invalid ISBN | 9781119056034 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (MiAaPQ)EBC6028089 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (Au-PeEL)EBL6028089 |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | (OCoLC)1138672424 |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | MiAaPQ |
| Language of cataloging | eng |
| Description conventions | rda |
| -- | pn |
| Transcribing agency | MiAaPQ |
| Modifying agency | MiAaPQ |
| 050 #4 - LIBRARY OF CONGRESS CALL NUMBER | |
| Classification number | TA654.6 .C467 2020 |
| 100 1# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Chopra, Anil K. |
| 245 10 - TITLE STATEMENT | |
| Title | Earthquake Engineering for Concrete Dams : |
| Remainder of title | Analysis, Design, and Evaluation. |
| 250 ## - EDITION STATEMENT | |
| Edition statement | 1st ed. |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Place of production, publication, distribution, manufacture | Newark : |
| Name of producer, publisher, distributor, manufacturer | John Wiley & Sons, Incorporated, |
| Date of production, publication, distribution, manufacture, or copyright notice | 2020. |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Date of production, publication, distribution, manufacture, or copyright notice | ©2017. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 1 online resource (316 pages) |
| 336 ## - CONTENT TYPE | |
| Content type term | text |
| Content type code | txt |
| Source | rdacontent |
| 337 ## - MEDIA TYPE | |
| Media type term | computer |
| Media type code | c |
| Source | rdamedia |
| 338 ## - CARRIER TYPE | |
| Carrier type term | online resource |
| Carrier type code | cr |
| Source | rdacarrier |
| 505 0# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 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. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 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. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 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. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 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. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 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. |
| 505 8# - FORMATTED CONTENTS NOTE | |
| Formatted contents note | 12.1.2 U.S. Army Corps of Engineers (USACE). |
| 588 ## - SOURCE OF DESCRIPTION NOTE | |
| Source of description note | Description based on publisher supplied metadata and other sources. |
| 590 ## - LOCAL NOTE (RLIN) | |
| Local note | Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2024. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Earthquake engineering. |
| 655 #4 - INDEX TERM--GENRE/FORM | |
| Genre/form data or focus term | Electronic books. |
| 776 08 - ADDITIONAL PHYSICAL FORM ENTRY | |
| Relationship information | Print version: |
| Main entry heading | Chopra, Anil K. |
| Title | Earthquake Engineering for Concrete Dams |
| Place, publisher, and date of publication | Newark : John Wiley & Sons, Incorporated,c2020 |
| International Standard Book Number | 9781119056034 |
| 797 2# - LOCAL ADDED ENTRY--CORPORATE NAME (RLIN) | |
| Corporate name or jurisdiction name as entry element | ProQuest (Firm) |
| 856 40 - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="https://ebookcentral.proquest.com/lib/orpp/detail.action?docID=6028089">https://ebookcentral.proquest.com/lib/orpp/detail.action?docID=6028089</a> |
| Public note | Click to View |
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