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Earthquake Engineering for Concrete Dams_ Analysis,Design,and Evaluation 1st edition 2020 pdf | هندسة الزلازل للسدود الخرسانية - التحليل والتصميم والتقييم 2020

Earthquake Engineering for Concrete Dams_ Analysis, Design, and Evaluation 1st edition 2020 | هندسة الزلازل للسدود الخرسانية - التحليل والتصميم والتقييم

Anil K. Chopra - Earthquake Engineering for Concrete Dams_ Analysis, Design, and Evaluation (2020, Wiley-Blackwell).pdf-download free
Anil K.Chopra-Earthquake Engineering for Concrete Dams_Analysis,Design,and Evaluation 2020 .pdf
Book language:English  لغة الكتاب :الإنجليزية
  book price القيمة المادية للكتاب $135
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الوصـف

يُعد هذا الكتاب دليلاً شاملاً لأساليب العصر الحديث لهندسة الزلازل للسدود الخرسانية

تَقَدَّم تحليل الزلازل وتصميم السدود الخرسانية من طرق القوة الثابتة static force methods  القائمة على معاملات الزلازل seismic coefficients  إلى الإجراءات الحديثة التي تستند إلى ديناميكا أنظمة تأسيس السدود المائية.

تقدم هندسة الزلازل للسدود الخرسانية رؤية شاملة ومتكاملة لهذا التقدم على مدى السنوات الخمسين الماضية.

يقدم الكتاب فهماً لقيود الطرق المختلفة للتحليل الديناميكي المستخدم في الممارسة ويطور الأساليب الحديثة التي تتغلب على هذه القيود.

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هذا الكتاب الهام :

o        يطور إجراءات التحليل الديناميكي لنماذج ثنائية الأبعاد وثلاثية الأبعاد للسدود الخرسانية

o        يحدد معايير النظام التي تؤثر على استجابته للزلازل

o        يوضح آثار تفاعل بناء السدود المائية على الاستجابة للزلازل

o        تحديد العوامل التي يجب تضمينها في تحليل الزلازل للسدود الخرسانية

o        يفحص تصميم الزلازل كما حددتها الهيئات والمنظمات التنظيمية المختلفة

o        يعرض الأساليب الحديثة لإنشاء أطياف التصميم design spectra  واختيار الحركات الأرضية

o        يوضح تطبيق إجراءات التحليل الديناميكي على تصميم السدود الجديدة وتقييم سلامة السدود القائمة.

مكتوب لطلاب الدراسات العليا والباحثين والمهندسين المحترفين ، يقدم كتاب هندسة الزلازل للسدود الخرسانية نظرة شاملة عن الإجراءات والأساليب الحالية للتحليل والتصميم الزلزالي وتقييم السلامة للسدود الخرسانية.


Description

A comprehensive guide to modern-day methods for earthquake engineering of concrete dams
Earthquake analysis and design of concrete dams has progressed from static force methods based on seismic coefficients to modern procedures that are based on the dynamics of dam–water–foundation systems. Earthquake Engineering for Concrete Dams offers a comprehensive, integrated view of this progress over the last fifty years. The book offers an understanding of the limitations of the various methods of dynamic analysis used in practice and develops modern methods that overcome these limitations.


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This important book:
  • Develops procedures for dynamic analysis of two-dimensional and three-dimensional models of concrete dams
  • Identifies system parameters that influence their response
  • Demonstrates the effects of dam–water–foundation interaction on earthquake response
  • Identifies factors that must be included in earthquake analysis of concrete dams
  • Examines design earthquakes as defined by various regulatory bodies and organizations
  • Presents modern methods for establishing design spectra and selecting ground motions
  • Illustrates application of dynamic analysis procedures to the design of new dams and safety evaluation of existing dams. 
Written for graduate students, researchers, and professional engineers, Earthquake Engineering for Concrete Dams offers a comprehensive view of the current procedures and methods for seismic analysis, design, and safety evaluation of concrete dams.

Contents   المحتويات

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
1.4 Traditional Design Procedures: Arch Dams
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
2.3 Hydrodynamic Pressures
2.4 Dam Response Analysis Including Dam–Water Interaction
2.5 Dam Response
2.6 Equivalent SDF System: Horizontal Ground Motion
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
3.3 Dam–Foundation Interaction
3.4 Equivalent SDF System: Dam–Foundation System
3.5 Equivalent SDF System: Dam–Water–Foundation System

CHAPTER  4 Response Spectrum Analysis of Dams Including Dam–Water–Foundation
Interaction
4.1 Equivalent Static Lateral Forces: Fundamental Mode
4.2 Equivalent Static Lateral Forces: Higher Modes
4.3 Response Analysis
4.4 Standard Properties for Fundamental Mode Response
4.5 Computational Steps
4.6 CADAM Computer Program
4.7 Accuracy of Response Spectrum Analysis Procedure




CHAPTER  5 Response History Analysis of Dams Including Dam–Water–Foundation Interaction
5.1 Dam–Water–Foundation System
5.2 Frequency-Domain Equations: Dam Substructure
5.3 Frequency-Domain Equations: Foundation Substructure
5.4 Dam–Foundation System
5.5 Frequency–Domain Equations: Fluid Domain Substructure
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
6.2 Dam–Water Interaction
6.3 Dam–Foundation Interaction
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
7.2 Koyna Dam Case History
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
8.5 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
9.2 Bureau of Reclamation Analyses
9.3 Influence of Spatial Variations in Ground Motions




CHAPTER  10 Comparison of Computed and Recorded Motions
10.1 Earthquake Response of Mauvoisin Dam
10.2 Earthquake Response of Pacoima Dam
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
11.3 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




PART III: DESIGN AND EVALUATION

CHAPTER  12 Design and Evaluation Methodology
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


CHAPTER  13 Ground-Motion Selection and Modification
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




CHAPTER  14 Application of Dynamic Analysis to Evaluate Existing Dams and Design New Dams
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
References
Notation

Index





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