Chapter 1. Introduction - EP-1110-2-120004
Acceptance Criteria
Analysis Methods and Procedure
Chapter 2. Seismic Design Criteria
Foundation Fault Displacement
Figure 2-1. Types of fault slips
Simplified DFD analysis procedure.
Figure 2-2. Finite element model for fault displacement analysis
Refined Dynamic Analyses Methods
Chapter 3. Material Properties of RCC
Factors affecting tensile strength.
Shear Strength
Poisson's Ratio
Tensile Stress/Strain Relationship
Dynamic Tensile Strength (DTS)
Allowable Tensile Stresses
Figure 3-7. Tensile stress/strain diagram for RCC
Key points on stress/strain curve.
Chapter 4. Design Earthquakes
General performance requirements.
Chapter 5. Design Response Spectra and Acceleration Time Histories
Types of Design Response Spectra
Horizontal and Vertical Design
Figure 5-1. Seismic zone map of the United States. (Uniform Building Code, 1988 Edition)
Figure 5-2. Standard design response spectra for horizontal component of ground motion - normalized to PGA = 1.0 g. (Applied Technology Council ATC-3-06 Tentative Provisions, 1984)
Table 5-1. Determining the Standard Design Response Spectrum for Horizontal Component of Ground Motion - Normalized to PGA = 1.0 g, for Any Value of β
Table 5-2. Peak Ground Accelerations (PGA's) for Use in Scaling the Standard Design Response Spectra
Chapter 6. Earthquake Load Cases
Static Loads Not To Be Considered
Chapter 7. Factors Significantly Affecting Dynamic Response
Figure 7-1. Comparison of design response spectra for rock foundations
Dam-Foundation Interaction, Foundation Modulus Effect
Figure 7-2. Fundamental mode response expressed as the distributed lateral inertia load for various foundation stiffnesses
Hydrodynamic Effect
Figure 7-3. The hydrodynamic effect expressed as an "equivalent applied static pressure"
Reservoir Bottom Absorption
Method of Combining Modes
Table 7-1. Combining Modal Responses: Square Root of the Sum of the Squares Method (SRSS) and Ten Percent Method (TPM)
Table 7-2. Combining Modal Responses: Complete Quadratic Combination Method (CQC) and Double Sum Methods (DSM)
Method of analysis
Conclusions.
Chapter 8. Dynamic Analysis Methods and Procedures
Conservative approach.
Comparison of Dynamic Analysis Methods
Dynamic Analysis Procedure
Preliminary Design of New Dams
Evaluating Existing Dams
EP 1110-2-12
Acceptance Criteria
Analysis Methods and Procedure
Chapter 2. Seismic Design Criteria
Foundation Fault Displacement
Figure 2-1. Types of fault slips
Simplified DFD analysis procedure.
Figure 2-2. Finite element model for fault displacement analysis
Refined Dynamic Analyses Methods
Chapter 3. Material Properties of RCC
Factors affecting tensile strength.
Shear Strength
Poisson's Ratio
Tensile Stress/Strain Relationship
Dynamic Tensile Strength (DTS)
Allowable Tensile Stresses
Figure 3-7. Tensile stress/strain diagram for RCC
Key points on stress/strain curve.
Chapter 4. Design Earthquakes
General performance requirements.
Chapter 5. Design Response Spectra and Acceleration Time Histories
Types of Design Response Spectra
Horizontal and Vertical Design
Figure 5-1. Seismic zone map of the United States. (Uniform Building Code, 1988 Edition)
Figure 5-2. Standard design response spectra for horizontal component of ground motion - normalized to PGA = 1.0 g. (Applied Technology Council ATC-3-06 Tentative Provisions, 1984)
Table 5-1. Determining the Standard Design Response Spectrum for Horizontal Component of Ground Motion - Normalized to PGA = 1.0 g, for Any Value of β
Table 5-2. Peak Ground Accelerations (PGA's) for Use in Scaling the Standard Design Response Spectra
Chapter 6. Earthquake Load Cases
Static Loads Not To Be Considered
Chapter 7. Factors Significantly Affecting Dynamic Response
Figure 7-1. Comparison of design response spectra for rock foundations
Dam-Foundation Interaction, Foundation Modulus Effect
Figure 7-2. Fundamental mode response expressed as the distributed lateral inertia load for various foundation stiffnesses
Hydrodynamic Effect
Figure 7-3. The hydrodynamic effect expressed as an "equivalent applied static pressure"
Reservoir Bottom Absorption
Method of Combining Modes
Table 7-1. Combining Modal Responses: Square Root of the Sum of the Squares Method (SRSS) and Ten Percent Method (TPM)
Table 7-2. Combining Modal Responses: Complete Quadratic Combination Method (CQC) and Double Sum Methods (DSM)
Method of analysis
Conclusions.
Chapter 8. Dynamic Analysis Methods and Procedures
Conservative approach.
Comparison of Dynamic Analysis Methods
Dynamic Analysis Procedure
Preliminary Design of New Dams
Evaluating Existing Dams
EP 1110-2-12
