Intro; Preface; Contents; Contributors; Resilience in Structures; Application of Steel Shear Walls Toward More Resilient Structures; 1 Introduction; 2 Steel Shear Wall Systems; 3 Advantages and Disadvantages of Steel Plate Shear Walls; 3.1 Advantages of Steel Plate Shear Walls; 3.2 Issues in Using Steel Shear Walls; 4 Examples of Constructed Steel Plate Shear Wall Buildings; 5 Actual Performance of Steel Shear Wall Buildings During Earthquakes; 5.1 The Sylmar County Hospital (Old Olive View Medical Center), 1994 Northridge Earthquake; 5.2 The 35-Story Office Building, 1995 Kobe Earthquake

6 A Brief Summary of the Past Research7 Behavior of Typical Steel Plate Shear Walls; 8 Modeling Steel Shear Walls; 8.1 The Plate Girder Model and Design Procedure; 8.2 The Shell Elements Model; 8.3 The Strip Truss Modelling and Design; 8.4 The Diagonal Truss Model; 9 Design of Steel Shear Walls; 9.1 Design of the Infill Plate Using Plate Girder Equations; 9.2 Design of the Infill Plate Using the Strip Model; 9.3 Design of the Infill Plate Using Finite Element Model; 10 Material Used in Steel Shear Wall Systems; 11 Design of Members and Connections

11.1 Infill Plate-to-Boundary Element Connection11.2 Splices in the Infill Plate; 11.3 Beam-to-Column Connections; 11.4 Column Splices; 11.5 Collectors Connections; 11.6 Column Base Connections; 11.7 The Connection of Infill Plate to the Foundation; 12 Construction Considerations; 13 Recent New Developments; 13.1 Coupled Bays and CFT Columns; 13.2 The High-Performance Steel Plate Shear Wall (Qian and Astaneh-Asl 2017); 13.3 Buckling Restrained Steel Shear Walls; 13.4 Steel Slit Panel-Frame Shear Walls; 13.5 Perforated Steel Shear Walls; 14 Summary; References

Resilience of the Built Environment: A Methodology to Estimate the Downtime of Building Structures Using Fuzzy Logic1 Introduction; 2 Fuzzy Logic; 2.1 Fuzzification; 2.2 Fuzzy Rules; 2.3 Fuzzy Inference System (FIS); 2.4 Defuzzification; 3 Methodology to Quantify the Downtime and Seismic Resilience; 3.1 Damage Estimation; 4 Downtime Due to Repairs; 4.1 State of Components; 4.2 Number of Workers; 5 Downtime Due to Delays; 5.1 Financing; 5.2 Post-earthquake Inspection; 5.3 Engineer Mobilization; 5.4 Contractor Mobilization; 5.5 Permitting; 6 Downtime Due to Utilities Disruption; 6.1 Electricity

6.2 Natural Gas6.3 Water; 7 Illustrative Example; 7.1 The Northridge Earthquake Scenario; 7.2 Damage Estimation; 7.3 Downtime Due to Repairs; 7.4 Downtime Due to Delays; 7.5 Downtime Due to Utilities Disruption; 7.6 Total Repair Time; 7.7 Seismic Resilience Estimation; 8 Summary and Remarks; References; Resilient Design of Buildings with Hysteretic Energy Dissipation Devices as Seismic Fuses; 1 Introduction; 2 Seismic Fuse Concept; 2.1 Pioneering Research and Applications; 2.2 Proposed Resilient-Based Design Methods; 3 Code-Oriented Resilient Design Method