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Index
Cover Title Page Copyright Page Dedication About the Author Contents Preface 1 The Challenge of Renovation
1.1 Terminology 1.2 When to Renovate 1.3 Beginning a Renovation Project 1.4 Typical Structural Challenges 1.5 Role of Building Codes in Renovation 1.6 Some Renovation Provisions of Previous Building Codes 1.7 The International Existing Building Code: General Issues 1.8 IEBC Provisions for Repairs (IEBC Chapter 4) 1.9 IEBC Provisions for Alterations 1.10 Change of Occupancy (IEBC Chapter 10) 1.11 Additions (IEBC Chapter 11) 1.12 Design Examples 1.13 Renovate or Rebuild? References
2 Investigating Existing Conditions
2.1 Why Investigate? 2.2 Assessing Building Condition 2.3 Material Properties in Steel Systems 2.4 Concrete Framing 2.5 Load Testing of Concrete Structures 2.6 Post-Tensioned Concrete Framing 2.7 Wood Framing 2.8 Masonry 2.9 Building Envelope References
3 Renovating Steel-Framed Buildings
3.1 Steel: The Venerable Material 3.2 Past Design Methods and Allowable Stresses for Iron and Steel Beams 3.3 Early Iron and Steel Columns 3.4 Properties of Early Fasteners 3.5 Open-Web Joists 3.6 Strengthening Floors and Roofs 3.7 Reinforcing Steel Members by Welding 3.8 Reinforcing Beams by Composite Action with Concrete 3.9 Strengthening Beam Connections 3.10 Composite Steel-Concrete Columns 3.11 Openings in Existing Steel Beams 3.12 Steel Corrosion: Evaluation and Protection 3.13 Thermal Prestressing of Steel Structures References
4 Strengthening Concrete Buildings
4.1 Historical Perspective 4.2 Design Methods of the Past 4.3 Properties of Old Concrete and Reinforcing Steel 4.4 Some Early Proprietary Systems 4.5 Strengthening Concrete Beams 4.6 Strengthening Structural Slabs 4.7 Strengthening Concrete Columns 4.8 Openings in Existing Slabs References
5 Repairing Deteriorated Concrete
5.1 Overview 5.2 Repairing Cracks 5.3 Corrosion of Reinforcement and Its Effects on Concrete 5.4 Patching Spalls and Deteriorated Areas 5.5 Cathodic Protection and Electrochemical Chloride Extraction 5.6 Corrosion Inhibitors 5.7 Other Types of Damage to Concrete 5.8 Materials for Concrete Repair 5.9 Durability of Repairs 5.10 Systematic Maintenance Programs References
6 Renovating Slabs on Grade
6.1 Introduction 6.2 Field Investigation 6.3 Cracking 6.4 Surface Deterioration 6.5 Slab Settlement, Heaving, and Curling 6.6 Joint Failures 6.7 Water Penetration or Emission 6.8 Chemical Attack 6.9 Slab Replacement 6.10 Slab Overlays 6.11 Improving Abrasion Resistance 6.12 Repair of Deteriorated Overlays, Toppings, and Hardeners References
7 Renovating Post-Tensioned Concrete
7.1 System Overview 7.2 Evolution of Post-Tensioned Structures 7.3 Typical Reasons for Repair of Post-Tensioned Buildings 7.4 Planning for Repairs 7.5 Nondestructive Testing 7.6 Destructive Testing 7.7 Repair Methods 7.8 A Step-by-Step Example: Replacing Post-Tensioned Stressing-End Anchorage References
8 Renovating Wood Structures
8.1 Historical Background 8.2 Wood Deterioration 8.3 Detecting Deterioration 8.4 Preventing Deterioration 8.5 Shrinkage and Defects 8.6 Repairing Wood Members 8.7 Strengthening Wood Members 8.8 Renovating Wood Trusses 8.9 Case Study 1: Repairing Termite Damage in Trusses 8.10 Case Study 2: Restoring Fire Damage to the Exeter Street Theater References
9 Renovating Masonry
9.1 Masonry as a Construction Material 9.2 Evolution of Masonry Design Methods 9.3 Evaluation of Masonry Structures 9.4 Masonry Repair 9.5 Strengthening Masonry Structural Elements 9.6 Repairing Masonry Arches 9.7 Other Masonry Renovation Tasks References
10 Renovating Metal Building Systems
10.1 Introduction 10.2 Evolution of Metal Building Systems 10.3 Primary Frames 10.4 Expansion of Metal Building Systems 10.5 Lateral Stability 10.6 Secondary Framing 10.7 Wall Materials 10.8 Metal Roofing 10.9 Insulation and Vapor Retarders 10.10 Renovation Checklist 10.11 Case Study References
11 Strengthening Lateral Load–Resisting Systems
11.1 Lateral-Load Basics 11.2 Lateral Load–Resisting Systems 11.3 A Brief History of Wind and Seismic Codes 11.4 Code Provisions for Seismic Upgrading 11.5 Typical Tasks for Lateral-Load Upgrading 11.6 Reinforcing Diaphragms 11.7 Reinforcing Wood, Steel, and Masonry Buildings 11.8 Reinforcing Concrete Buildings 11.9 Energy-Dissipating Devices 11.10 Seismic Isolation 11.11 Reinforcing Nonstructural Elements References
12 Case Studies in Seismic Upgrading
12.1 Case 1: Seismic Upgrading of a Former Industrial Building 12.2 Case 2: Proposed Renovation of an Unreinforced-Masonry Building 12.3 Case 3: Seismic Upgrade of Terminal 1, Oakland International Airport 12.4 Case 4: Seismic Retrofit of the Administration Building, San Francisco State University
13 Renovating Building Façades
13.1 General Issues 13.2 Curtain-Wall Problems Caused by Structural Forces and Movements 13.3 Water Leakage 13.4 Rehabilitating Solid Masonry Walls 13.5 Brick-Veneer Walls with CMU Backup 13.6 Brick-Veneer Walls with Steel Studs 13.7 Repairing Brick-Veneer Walls 13.8 Repairing Stone and Stone-Panel Walls 13.9 Rehabilitating Exterior Insulation and Finish Systems 13.10 Rehabilitating Other Wall Types References
Index
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