Design of highway bridges : an LRFD approach /: an LRFD approach. (2021)

• Record Type: Book
• Further Information: Note: Richard M. Barker, Jay A. Puckett.
• Authors: Barker, R. M (Richard M.); Puckett, Jay Alan
• Contents: PART I GENERAL ASPECTS OF BRIDGE DESIGN CHAPTER 1 INTRODUCTION TO BRIDGE ENGINEERING 1.1 A Bridge Is the Key Element in a Transportation System 1.2 Bridge Engineering in the United States 1.2.1 Stone Arch Bridges 1.2.2 Wooden Bridges 1.2.3 Metal Truss Bridges 1.2.4 Suspension Bridges 1.2.5 Metal Arch Bridges 1.2.6 Reinforced Concrete Bridges 1.2.7 Girder Bridges 1.2.8 Closing Remarks 1.3 Bridge Engineer—Planner, Architect, Designer, Constructor, and Facility Manager References Problems CHAPTER 2 SPECIFICATIONS AND BRIDGE FAILURES 2.1 Bridge Specifications 2.2 Implication of Bridge Failures on Practice 2.2.1 Silver Bridge, Point Pleasant, West Virginia, December 15, 1967 2.2.2 I-5 and I-210 Interchange, San Fernando, California, February 9, 1971 2.2.3 Sunshine Skyway, Tampa Bay, Florida, May 9, 1980 2.2.4 Mianus River Bridge, Greenwich, Connecticut, June 28, 1983 2.2.5 Schoharie Creek Bridge, Amsterdam, New York, April 5, 1987 2.2.6 Cypress Viaduct, Loma Prieta Earthquake, October 17, 1989 2.2.7 I-35W Bridge, Minneapolis, Minnesota, August 1, 2007 2.2.8 Failures During Construction 2.2.9 Failures Continue and Current Data 2.3 Evolving Bridge Engineering Practice References Problems CHAPTER 3 BRIDGE AESTHETICS 3.1 Introduction 3.2 Nature of the Structural Design Process 3.2.1 Description and Justification 3.2.2 Public and Personal Knowledge 3.2.3 Regulation 3.2.4 Design Process 3.3 Aesthetics in Bridge Design 3.3.1 Definition of Aesthetics 3.3.2 Qualities of Aesthetic Design 3.3.3 Practical Guidelines for Medium- and Short-Span Bridges 3.3.4 Computer Modeling 3.3.5 Web References 3.3.6 Closing Remarks on Aesthetics References Problems CHAPTER 4 BRIDGE TYPES AND SELECTION 4.1 Main Structure below the Deck Line 4.2 Main Structure above the Deck Line 4.3 Main Structure Coincides with the Deck Line 4.4 Closing Remarks on Bridge Types 4.5 Selection of Bridge Type 4.5.1 Factors To Be Considered 4.5.2 Bridge Types Used for Different Span Lengths 4.5.3 Closing Remarks References Problems CHAPTER 5 DESIGN LIMIT STATES 5.1 Introduction 5.2 Development of Design Procedures 5.2.1 Allowable Stress Design 5.2.2 Variability of Loads 5.2.3 Shortcomings of Allowable Stress Design 5.2.4 Load and Resistance Factor Design 5.3 Design Limit States 5.3.1 General 5.3.2 Service Limit State 5.3.3 Fatigue and Fracture Limit State 5.3.4 Strength Limit State 5.3.5 Extreme Event Limit State 5.3.6 Extreme Event Limit State 5.4 Closing Remarks References Problems CHAPTER 6 PRINCIPLES OF PROBABILISTIC DESIGN 6.1 Introduction 6.1.1 Frequency Distribution and Mean Value 6.1.2 Standard Deviation 6.1.3 Probability Density Functions 6.1.4 Bias Factor 6.1.5 Coefficient of Variation 6.1.6 Probability of Failure 6.1.7 Safety Index β 6.2 Calibration of LRFD Code 6.2.1 Overview of the Calibration Process 6.2.2 Calibration Using Reliability Theory 6.2.3 Calibration of Fitting with ASD 6.3 Closing Remarks References Problems CHAPTER 7 GEOMETRIC DESIGN CONSIDERATIONS 7.1 Introduction to Geometric Roadway Considerations 7.2 Roadway Widths 7.3 Vertical Clearances 7.4 Interchanges References Problems PART II LOADS AND ANALYSIS CHAPTER 8 LOADS 8.1 Introduction 8.2 Gravity Loads 8.2.1 Permanent Loads 8.2.2 Transient Loads 8.3 Lateral Loads 8.3.1 Fluid Forces 8.3.2 Seismic Loads 8.3.3 Ice Forces 8.4 Forces Due to Deformations 8.4.1 Temperature 8.4.2 Creep and Shrinkage 8.4.3 Settlement 8.5 Collision Loads 8.5.1 Vessel Collision 8.5.2 Rail Collision 8.5.3 Vehicle Collision 8.6 Blast Loading 8.7 Summary References Problems CHAPTER 9 INFLUENCE FUNCTIONS AND GIRDER-LINE ANALYSIS 9.1 Introduction 9.2 Definition 9.3 Statically Determinate Beams 9.3.1 Concentrated Loads 9.3.2 Uniform Loads 9.4 Muller–Breslau Principle 9.4.1 Betti’s Theorem 9.4.2 Theory of Muller–Breslau Principle 9.4.3 Qualitative Influence Functions 9.5 Statically Indeterminate Beams 9.5.1 Integration of Influence Functions 9.5.2 Relationship between Influence Functions 9.5.3 Muller–Breslau Principle for End Moments 9.5.4 Automation by Matrix Structural Analysis 9.6 Normalized Influence Functions 9.7 AASHTO Vehicle Loads 9.8 Influence Surfaces 9.9 Summary CHAPTER 10 SYSTEM ANALYSIS—INTRODUCTION 10.1 Introduction 10.2 Safety of Methods 10.2.1 Equilibrium for Safe Design 10.2.2 Stress Reversal and Residual Stress 10.2.3 Repetitive Overloads 10.2.4 Fatigue and Serviceability 10.3 Summary References Problem CHAPTER 11 SYSTEM ANALYSIS—GRAVITY LOADS 11.1 Slab Girder Bridges 11.2 Slab Bridges 11.3 Slabs in Slab Girder Bridges 11.4 Box Girder Bridges 11.5 Closing Remarks References Problems CHAPTER 12 SYSTEM ANALYSIS—LATERAL, TEMPERATURE, SHRINKAGE, AND PRESTRESS LOADS 12.1 Lateral Load Analysis 12.1.1 Wind Loads 12.1.2 Seismic Load Analysis 12.2 Temperature, Shrinkage, and Prestress 12.2.1 General 12.2.2 Prestressing 12.2.3 Temperature Effects 12.2.4 Shrinkage and Creep 12.3 Closing Remarks References PART III CONCRETE BRIDGES CHAPTER 13 REINFORCED CONCRETE MATERIAL RESPONSE AND PROPERTIES 13.1 Introduction 13.2 Reinforced and Prestressed Concrete Material Response 13.3 Constituents of Fresh Concrete 13.4 Properties of Hardened Concrete 13.4.1 Short-Term Properties of Concrete 13.4.2 Long-Term Properties of Concrete 13.5 Properties of Steel Reinforcement 13.5.1 Nonprestressed Steel Reinforcement 13.5.2 Prestressing Steel References Problems CHAPTER 14 BEHAVIOR OF REINFORCED CONCRETE MEMBERS 14.1 Limit States 14.1.1 Service Limit State 14.1.2 Fatigue Limit State 14.1.3 Strength Limit State 14.1.4 Extreme Event Limit State 14.2 Flexural Strength of Reinforced Concrete Members 14.2.1 Depth to Neutral Axis for Beams with Bonded Tendons 14.2.2 Depth to Neutral Axis for Beams with Unbonded Tendons 14.2.3 Nominal Flexural Strength 14.2.4 Ductility, Maximum Tensile Reinforcement, and Resistance Factor Adjustment 14.2.5 Minimum Tensile Reinforcement 14.2.6 Loss of Prestress 14.3 Shear Strength of Reinforced Concrete Members 14.3.1 Variable-Angle Truss Model&l
• Edition: Fourth edition
• Publisher Details: Hoboken : John Wiley & Sons, Inc
• Publication Date: 2021
• Extent: 1 online resource, illustrations (black and white, and colour)
• Subjects: 624.25; Bridges -- United States -- Design and construction; Load factor design
• Languages: English
• ISBNs: 9781119646310
• Related ISBNs: 9781119646334
• Notes: Note: Includes bibliographical references and index.; Note: Description based on CIP data; resource not viewed.
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.