Drift-Driven Design of Buildings: Mete Sozen’s Works on Earthquake Engineering

Cover
Half Title
Title Page
Copyright Page
Table of Contents
Preface
Acknowledgments
Authors
Introduction
PART I: Earthquake Demand
	Chapter 1 General Description of Earthquake Demand
		1.1 Four Examples of Recorded Ground Motion
	Chapter 2 A Way to Define and Use Earthquake Demand
		2.1 The Central-Difference Method
		2.2 Example
		2.3 A Different Perspective
	Chapter 3 Response Spectra
		3.1 Note from the Editors
PART II: Selected Works
	Chapter 4 Introduction to Part II
	Chapter 5 The Response of RC to Displacement Reversals
	Chapter 6 The Substitute-Structure Method
	Chapter 7 The Origin of Drift-Driven Design
		7.1 Description of Test Structures
		7.2 Observed Behavior during Design-Earthquake Simulation
		7.3 Calculated Drift-Ratio Distributions
		7.4 Measured Relative Story Drift Distributions
			7.4.1 Drift vs Ductility
			7.4.2 Acceptable Drift
			7.4.3 About Strength
		7.5 Concluding Remarks
		7.6 Summary
		7.7 Structure Designation
	Chapter 8 Nonlinear vs Linear Response
	Chapter 9 The Effects of Previous Earthquakes
	Chapter 10 Why Should Drift Instead of Strength Drive Design for Earthquake Resistance?
		10.1 A Simple Metaphor for Structural Response to Strong Ground Motion
	Chapter 11 A Historical Review of the Development of Drift-Driven Design
	Chapter 12 Drift Estimation (The Velocity of Displacement)
		12.1 Introduction
		12.2 Drift Requirements
		12.3 Why Cracked Section?
		12.4 Drift Determination
		12.5 Concluding Remarks
		12.6 Notes from Editors
	Chapter 13 Limiting Drift to Protect the Investment
	Chapter 14 Hassan Index to Evaluate Seismic Vulnerability
	Chapter 15 The Simplest Building Code
		15.1 Requirements
		15.2 Definitions
		15.3 Notation
	Chapter 16 Earthquake Response of Buildings with Robust Walls
PART III: Class Notes
	Chapter 17 Historical Note on Earthquakes
		17.1 A View to The Past
		17.2 Current Understanding of The Cause of Earthquakes
			17.2.1 The Crust, The Mantle, and The Core
			17.2.2 Seismic Waves
			17.2.3 The Moho
			17.2.4 The Mantle
			17.2.5 The Core
			17.2.6 Continental Drift
			17.2.7 Elastic Rebound
			17.2.8 Faults
	Chapter 18 Measures of Earthquake Intensity
		18.1 Introduction
		18.2 The Richter Magnitude, M[sub(L)]
		18.3 Body-Wave Magnitude, m[sub(b)]
		18.4 Surface-Wave Magnitude, M[sub(S)]
		18.5 Seismic Moment Magnitude, M[sub(w)]
		18.6 Intensity
	Chapter 19 Estimation of Period Using the Rayleigh Method
		19.1 Approximate Solution for the Period of a Reinforced Concrete Frame
		19.2 Approximate Solution for the Period of a Building with a Dominant Reinforced Concrete Wall
	Chapter 20 A Note on the Strength and Stiffness of Reinforced Concrete Walls with Low Aspect Ratios
	Chapter 21 Measured Building Periods
		21.1 Measurements
		21.2 Expressions for Building Period Estimate
	Chapter 22 Limit Analysis for Estimation of Base-Shear Strength
		22.1 Resisting Moments
			22.1.1 Section Properties
			22.1.2 Flexural Strength Estimate – Girder
			22.1.3 Flexural Strength Estimate – Column
		22.2 Calculation of Limiting Base-Shear Forces
			22.2.1 Mechanism I
			22.2.2 Mechanism II
			22.2.3 Mechanism III
			22.2.4 Mechanism IV
		22.3 Notes by Editors
	Chapter 23 Estimating Drift Demand
		23.1 Drift Estimate
		23.2 Drift Determination for a Seven-Story Frame
		23.3 Alternatives for Drift Estimation [by Editors]
	Chapter 24 Detailing and Drift Capacity
		24.1 Monotonically Increasing Displacement [Notes from a Course in Jakarta]
		24.2 Displacement Cycles [Notes from a Course in Jakarta]
		24.3 Drift Capacity of Elements Subjected to Displacement Reversals [Notes Updated by Editors]
		24.4 The Utility Limit [Notes from a Course in Jakarta]
	Chapter 25 An Example
		25.1 Initial Proportioning of a Seven-Story RC Building Structure with Robust Structural Walls
		25.2 Wall and Column Dimensions
		25.3 Beam and Slab Dimensions
		25.4 Uniformity
		25.5 Estimating Period
		25.6 Drift-Ratio Demand
		25.7 Longitudinal Reinforcement
			25.7.1 Beams
			25.7.2 Columns
			25.7.3 Walls
		25.8 The Transverse Reinforcement
			25.8.1 Beams
			25.8.2 Columns
				25.8.2.1 Shear
				25.8.2.2 Confinement
			25.8.3 Walls
				25.8.3.1 Shear
				25.8.3.2 Confinement
		25.9 Anchorage and Development
		25.10 Beam-Column Joints
		25.11 Strength Considerations
		25.12 Summary
Conclusion
Appendix 1: Does Strength Control?
Appendix 2: Report on Drift
Appendix 3: Richter on Magnitude
Appendix 4: Review of Structural Dynamics
References
Index