Seismic Design of Reinforced and Precast Concrete Buildings by Robert E. Englekirk

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Seismic Design of Reinforced and Precast Concrete Building

PDF Free Download | Seismic Design of Reinforced and Precast Concrete Buildings by Robert E. Englekirk

Contents of Reinforced and Precast Concrete Buildings

  • BASIC CONCEPTS
  • Ductility—A System Behavior Enhancer
  • Impact on Behavior
  • Impact of Strength Degradation on Response
  • Quantifying the Response of Structures to Ground
  • Motion
  • Strength-Based Design
  • Identifying a Design Strength Objective
  • Creating a Ductile Structure
  • Displacement-Based Design
  • Equal Displacement-Based Design
  • Direct Displacement-Based Design
  • System Ductility
  • Recommended Displacement-Based Design
  • Procedure
  • Selecting Design Strength Objectives
  • Concluding Remarks
  • Confinement—A Component Behavior Enhancement
  • Impact of Confining Pressure on Strength
  • High-Strength Concrete (HSC)
  • Ductility
  • High-Strength Ties
  • Higher Axial Loads
  • Shear
  • Shear Strength
  • Shear Transfer across Concrete Discontinuities
  • Passively Activated Shear Transfer Mechanisms
  • Selected References
  • COMPONENT BEHAVIOR AND DESIGN
  • Beams
  • Postyield Behavior—Flexure
  • Experimentally Based Conclusions—General
  • Discussion
  • Predicting Postyield Deformation Limit States
  • Impact of Shear and Confinement on Behavior
  • Importance of Detailing
  • Modeling Considerations
  • Designing the Frame Beam
  • Beam-Column Joint Considerations
  • Reinforcing Details
  • Beam Shear Demand
  • Column Shear Demand
  • Available Ductility
  • Design Process Summary
  • Example Designs
  • Analyzing the Frame Beam
  • Analysis Process Summary
  • Example Analysis
  • Postyield Behavior
  • Precast Concrete Beams
  • Moment Transfer
  • Shear Transfer
  • Composite Systems
  • Post-Tensioned Assemblages
  • Bolted Assemblages
  • Experimental Confirmation
  • The Beam Column
  • Strength Limit States
  • Developing an Interaction Diagram
  • Design Relationships
  • Experimentally Based Conclusions
  • Strength
  • Strain States
  • Stiffness
  • Conceptual Design of the Beam Column
  • Estimating Probable Levels of Demand
  • Sizing the Beam Column
  • Story Mechanism Considerations
  • Design Process Summary
  • Example Designs
  • Analyzing the Beam Column
  • Beam-Column Joints
  • Behavior Mechanisms
  • Bond Stresses
  • Biaxially Loaded Joints
  • Exterior Joints
  • Eccentric Beams
  • Experimentally Based Conclusions
  • Impact of High-Strength Concrete
  • Impact of Joint Reinforcing
  • Bond Deterioration within the Beam-Column Joint
  • Design Procedure
  • Design Example
  • Precast Concrete Beam-Column Joints—DDC
  • Applications
  • Experimentally Based Conclusions
  • Beam-Column Joint Design Procedures
  • Precast Concrete Beam-Column Joints—Hybrid System
  • Experimentally Based Conclusions—Interior
  • Beam-Column Joint
  • Design Procedures—Interior Beam-Column Joints
  • Corner Hybrid Beam-Column Joints
  • Shear Dominated Systems
  • Tall Thin Walls
  • Experimentally Based Conclusions
  • Design Procedures
  • Design Summary
  • Design Example
  • Shear Walls with Openings
  • Coupling Beams
  • Analytical Modeling of the Coupling Beam
  • Design Procedures—Coupling Beams
  • Coupled Shear Walls with Stacked Openings
  • Design Process and Example
  • Capped and Belted Shear Walls
  • Shear Walls with Randomly Placed Openings
  • Precast Concrete Shear Walls
  • Experimental Efforts
  • Experimentally Inferred Conclusions—Hybrid
  • Precast Wall System
  • Design Procedures
  • Example Design—Ten-Story Shear Wall
  • Selected References
  • SYSTEM DESI
  • Shear Wall Braced Buildings
  • Shear Walls of Equivalent Stiffness
  • Alternative Shear Wall Design Procedures
  • Analyzing the Design Processes
  • Conceptual Design Review
  • Summarizing the Design Process
  • Shear Walls of Varying Lengths
  • Alternative Design Methodologies
  • Suggested Design Approach
  • Coupled Shear Walls—Design Confirmation
  • Precast Concrete Shear Walls
  • Hybrid Wall System—Equal Displacement-Based
  • Design (EBD, Section )
  • Hybrid Wall System—Direct Displacement Design
  • Procedure
  • Vertically Jointed Wall Panels
  • Frame Braced Buildings
  • Design Objectives and Methodologies
  • How to Avoid Lower Level Mechanisms
  • Force- or Strength-Based Design Procedures
  • Displacement-Based Design
  • Building Model
  • Single-Degree-of-Freedom (SDOF) Model
  • Precast Concrete Frame—Direct Displacement-Based
  • Design
  • DDC Frame
  • Hybrid Frame
  • Precast Frame Beam Designs
  • Irregular Frames
  • Frame Design Evaluation by Sequential Yield
  • Analysis
  • What Constitutes Good Behavior?
  • P Concerns and Modeling Assumptions
  • Behavior Review—Frame (Table )
  • Frame —Consequences of Alternative
  • Strengths
  • Behavior Review—Irregular Frame
  • Behavior Review—Precast Frame Systems
  • Diaphragms
  • Design Approach
  • Estimating Diaphragm Response
  • Establishing the Strength Limit State of a Diaphragm
  • Precast Concrete Diaphragms
  • Composite Diaphragms
  • Pretopped Precast Concrete Diaphragms
  • Design Process Overview
  • System Ductility
  • Capacity Considerations
  • Recommended Design Approach
  • DESIGN CONFIRMATION
  • Response of Shear Wall Braced Buildings to Ground Motion
  • Testing the Equal Displacement Hypothesis
  • Impact of Design Strength on Response
  • Frame Braced Buildings
  • Impact of Design Strength on Performance
  • Impact of Modeling Assumptions
  • Distribution of Postyield Deformations
  • Design/Behavior Reconciliation
  • Postyield Beam Rotations
  • Evaluating Column Behavior
  • Response of Irregular Frame
  • Response of Precast Concrete Frames—DDC®
  • Behavior Imponderables
  • System Stability Considerations
  • Torsion

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