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    <subfield code="a">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 Fa?ades --
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 --
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