LRFD Bridge Design: Fundamentals and Applications

Cover
Half Title
Title Page
Copyright Page
Table of Contents
Preface
Acknowledgements
Author biography
Chapter 1 Introduction
	1.1 The Project Bridge
	1.2 Preliminary Dimensions
	1.3 Bridge Girder Behavior at Various Stages of Construction
	1.4 Bridge Materials
	1.5 Software for Bridge Engineering
	1.6 Section Properties
	1.7 Solved Problems
	1.8 Exercises
Chapter 2 Loads on Bridges
	2.1 Dead Loads (DC and DW)
	2.2 Live and Impact Loads (LL and IM)
	2.3 Braking Forces (BR)
	2.4 Centrifugal Forces (CE)
	2.5 Wind Loads (WS and WL)
	2.6 Collision Loads (CT and CV)
	2.7 Temperature Loads (TU)
	2.8 Earthquake Loads (EQ)
	2.9 Water Loading (WA)
	2.10 Solved Problems
	2.11 Exercises
Chapter 3 Load Combinations and Limit States
	3.1 Solved Problems
	3.2 Exercises
Chapter 4 Deck and Parapet Design
	4.1 Parapet Design
	4.2 Deck Overhang Design
	4.3 Interior Bay Deck Design
	4.4 Solved Problems
	4.5 Exercises
Chapter 5 Distribution of Live Load
	5.1 AASHTO Equations
	5.2 The Lever Rule
	5.3 Rigid Cross-Section Method
	5.4 Solved Problems
	5.5 Exercises
Chapter 6 Steel Welded Plate I-Girders
	6.1 Flexural Resistance at the Strength Limit State
		6.1.1 Composite Compact Sections in Positive Flexure
		6.1.2 Non-Compact Composite Sections in Positive Flexure
		6.1.3 Negative Flexure and Non-composite Sections
	6.2 Shear Resistance
	6.3 Transverse Stiffener Design
	6.4 Bearing Stiffener Design
	6.5 Fatigue Design
	6.6 Field Splice Design
	6.7 Stability Bracing
	6.8 Shear Studs
	6.9 Plastic Moment Computations
	6.10 Solved Problems
	6.11 Exercises
Chapter 7 Precast Prestressed Concrete Girders
	7.1 Stress Analysis
	7.2 Flexural Resistance
	7.3 Shear Resistance
	7.4 Continuity Details
	7.5 Mild Tensile Reinforcement in Girders
	7.6 Negative Moment Reinforcement for Girders Made Continuous
	7.7 Transfer and Development Length
	7.8 Stress Control Measures
	7.9 Solved Problems
	7.10 Exercises
Chapter 8 Bridge Girder Bearings
	8.1 Elastomeric Bearings
	8.2 Steel Assembly Bearings
	8.3 Isolation Bearings
	8.4 Anchor Rods
	8.5 Solved Problems
	8.6 Exercises
Chapter 9 Reinforced Concrete Substructures
	9.1 Pier Cap Design
	9.2 Pier Column Design
	9.3 Spread Footing Design
	9.4 Pile Cap Design
	9.5 Drilled Shaft Design
	9.6 Pile Bent Design
	9.7 Bridge Pier Displacement Capacity under Seismic Loading
	9.8 The Alaska Pile Bent Design Strategy
	9.9 Concrete Filled Steel Tubes (CFST)
		9.9.1 CFST Design in Accordance with BDS Sections 6.9.6 and 6.12.2.3.3
		9.9.2 CFST Design by BDS Sections 6.9.5 and 6.12.3.2.2 and GS Section 7.6
		9.9.3 Steel Tube Design without Concrete Fill
		9.9.4 CFST Design for Extreme Event Limit States
	9.10 Two-Way Shear
	9.11 Fatigue Related Issues in Reinforced Concrete
	9.12 Abutment Design
	9.13 Solved Problems
	9.14 Exercises
Chapter 10 Seismic Design of Bridges
	10.1 Force-based Seismic Design by the LRFD BDS
	10.2 Displacement-based Seismic Design by the LRFD GS
	10.3 Capacity Design Principles
	10.4 Ground Motion Selection and Modification for Response History Analysis
	10.5 Substitute-Structure Method (SSM) Analysis
	10.6 Shear Resistance at the Extreme Event Limit State
	10.7 Solved Problems
	10.8 Exercises
Chapter 11 Seismic Isolation of Bridges
	11.1 Partial Isolation of Interstate 40 over State Route 5
	11.2 Seismic Retrofit of Interstate 40 over the Mississippi River
	11.3 Solved Examples
	11.4 Exercises
Bibliography
Index