Reinforced Concrete Design of Tall Buildings – Bungale S. Taranath (KENCT0005)

Reinforced Concrete Design of Tall Buildings, CONTENTS:

Chapter 1 Design Concept

1.1 Characteristics of Reinforced Concrete

1.2 Behavior of Reinforced Concrete Elements

1.3 External Loads

1.3.4 Floods

1.5 Collapse Patterns

1.6 Buckling of a Tall Building under Its Own Weight

Chapter 2 Gravity Systems

2.1 Formwork Considerations

2.2 Floor Systems

2.3 Design Methods

2.4 One-Way Slab, T-Beams, and Two-Way Slabs: Hand Calculations

2.5 Prestressed Concrete Systems

2.6 Foundations

Chapter 3 Lateral Load-Resisting Systems

3.1 Flat Slab-Frame System

3.2 Flat Slab-Frame with Shear Walls

3.3 Coupled Shear Walls

3.4 Rigid Frame

3.4.1 Deflection Characteristics

3.5 Tube System with Widely Spaced Columns

3.6 Rigid Frame with Haunch Girders

3.7 Core-Supported Structures

3.8 Shear Wall–Frame Interaction

3.9 Frame Tube System

3.10 Exterior Diagonal Tube

3.11 Bundled Tube

3.12 Spinal Wall Systems

3.13 Outrigger and Belt Wall System

3.14 Miscellaneous Systems

Chapter 4 Wind Loads

4.1 Design Considerations

4.2 Natural Wind

4.3 Characteristics of Wind

4.4 ASCE 7-05: Wind Load Provisions

4.5 National Building Code of Canada (NBCC 2005): Wind Load Provisions

4.6 Wind-Tunnels

Chapter 5 Seismic Design

5.1 Building Behavior

5.2 Seismic Design Concept

5.3 An Overview of 2006 IBC

5.3.1 Occupancy Category

5.4 ASCE 7-05 Seismic Provisions: An Overview

5.5 An Overview of Chapter 11 of ASCE 7-05, Seismic Design Criteria

5.6 An Overview of Chapter 12 of ASCE 7-05, Seismic Design Requirements for Building Structures

5.7 ASCE 7-05, Seismic Design: An In-Depth Discussion

5.8 Seismic Design Example: Dynamic Analysis Procedure (Response Spectrum Analysis) Using Hand Calculations

5.9 Anatomy of Computer Response Spectrum Analyses (In Other Words, What Goes on in the Black Box)

5.10 Dynamic Response Concept

5.12 Summary

Chapter 6 Seismic Design Examples and Details

6.1 Seismic Design Recap

6.2 Design Techniques to Promote Ductile Behavior

6.3 Integrity Reinforcement

6.4 Review of Strength Design

6.5 Intermediate Moment-Resisting Frames

6.6 Special Moment-Resisting Frames

6.7 Shear Walls

6.8 Frame Members Not Designed to Resist Earthquake Forces

6.9 Diaphragms

6.10 Foundations

6.11 Design Examples

6.12 Typical Details

6.13 ACI 318-08 Update

Chapter 7 Seismic Rehabilitation of Existing Buildings

7.1 Code-Sponsored Design

7.2 Alternate Design Philosophy

7.3 Code Provisions for Seismic Upgrade

7.4 Building Deformations

7.5 Common Defi ciencies and Upgrade Methods

7.6 Seismic Rehabilitation of Existing Buildings, ASCE/SEI 41-06

7.7 Fiber-Reinforced Polymer Systems for Strengthening of Concrete Buildings

7.7.1 Mechanical Properties and Behavior

7.7.2 Design Philosophy

7.7.3 Flexural Design

7.8 Seismic Strengthening Details

7.8.1 Common Strategies for Seismic Strengthening

Chapter 8 Tall Buildings

8.1 Historical Background

8.2 Review of High-Rise Architecture

8.3 Functional Requirements

8.4 Definition of Tall Buildings

8.5 Lateral Load Design Philosophy

8.6 Concept of Premium for Height

8.7 Relative Structural Cost

8.8 Factors for Reduction in the Weight of Structural Frame

8.9 Development of High-Rise Architecture

8.10 Structural Scheme Options

8.11 Summary of Building Technology

8.12 Structural Concepts

8.13 Bending and Shear Rigidity Index

8.14 Case Studies

8.14.26 SRZ Tower, Dubai, UAE

8.15 Future of Tall Buildings

Chapter 9 Special Topics

9.1 Damping Devices for Reducing Motion Perception

9.1.1 Passive Viscoelastic Dampers

9.1.2 Tuned Mass Damper

9.1.3 Sloshing Water Damper

9.1.4 Tuned Liquid Column Damper

9.1.5 Simple Pendulum Damper

9.1.6 Nested Pendulum Damper

9.2 Seismic Isolation

9.2.1 Salient Features

9.2.2 Mechanical Properties of Seismic Isolation Systems

9.2.3 Elastomeric Isolators

9.2.4 Sliding Isolators

9.2.5 Seismically Isolated Structures: ASCE 7-05 Design Provisions

9.3 Passive Energy Dissipation

9.4 Preliminary Analysis Techniques

9.4.1 Portal Method

9.4.2 Cantilever Method

9.4.3 Lateral Stiffness of Frames

9.4.4 Framed Tube Structures

9.5 Torsion

9.6 Performance-Based Design

9.8 2009 International Building Code (2009 IBC) Updates

Reinforced Concrete Design of Tall Buildings