AISC Design Guide 20 – Steel Plate Shear Walls (KET0040)

AISC Design Guide 20 – Steel Plate Shear Walls, Contents:

Chapter I History of Steel Plate Shear Walls

1.1.    INTRODUCTION

1.1.1.  Overview

1.1.2.  Wall Types

1.1.3.  Applications

1.1.4.  Advantages

1.1.5.  Limitations

1.1.6.  Design Guide Structures

1.2.    USAGE IN JAPAN

1.3.    USAGE IN THE UNITED STATES

1.4.    USAGE IN CANADA

1.5.    USAGE IN MEXICO

Chapter 2 Literature Survey

2.1.    LITERATURE SURVEY

2.2 ANALYTICAL STUDIES

2.3.    TESTING

2.3.1.  COMPONENT TESTS

2.3.2.  MULTI STORY TESTS

2.4.    ANALYSIS ISSUES

2.5.    DESIGN METHODS

2.6.    CODE DEVELOPMENT

2.6.1.  CSA S16-0I

2.6.2.  2003 NEHRP Recommended Provisions (FEMA450) and AISC 2005 Seismic Provisions

Chapter 3 System Behavior and Design Methods

3.1.    OVERVIEW

3.2.    MECHANICS

3.2.1.  Unstiffened Steel Plate Shear Walls

3.2.2.  Stiffened Steel Plate Shear Walls

3.2.3.  Composite Steel Plate Shear Walls

3.3.    ANALYSIS

3.3.1.  Strip Models

3.3.2.  Orthotropic Membrane Model

3.3.3.  Nonlinear A nalysis

3.4.    GENERAL DESIGN REQUIREMENTS

3.4.1.  Preliminary Design

3.4.2.  Final Design

3.5.    HIGH-SEISMIC DESIGN

Expected Performance

3.5.1.  REQUIREMENTS OF THE AISC SEISMIC PROVISIONS (ANSI/AISC 341-05)

3.5.2.  DESIGN

3.5.2.1. Web-Plate Design

3.5.2.2. HBE Design

3.5.23. VBE Design

33.2.4. Axial Force Reduction in VBE

33.23. Configuration

33.2.6. Connection Design

33.2.7. Web-Plate Connection Design

Chapter 4 Design Example I: Low-Seimic Design

4.1.    OVERVIEW

4.2.    STANDARDS

43. BUILDING INFORMATION

4.4.    LOADS

4.5.    SPW DESIGN

4.5.1.  Preliminary Design

4.5.2.  Analysis

4.5.3.  Design of HBE

4.5.4.  Design of VBE

4.5.5. Connection of Web Plate to Boundary Elements

4.5.6.  Connection of HBE to VBE

4.5.7.  Design of Intermediate Strut at First Floor

Chapter 5 Design Example II: Hlgh-Selsmlc Design

5.1.    OVERVIEW

5.2.    STANDARDS

5.3.    BUILDING INFORMATION

5.4.    LOADS

5.5.   SPSW DESIGN

5.5.1.  Preliminary Design.

5.5.2.  Analysis

5.5.3.  Design of HBE

5.5.4.  Design of VBE

5.5.5.  Connection of Web Plate to Boundary Elements

5.5.6.  Connection of HBE to VBE

5.5.7.  VBE Splices and Base Connection

Chapter 6 Design of Openings

6.1.    OVERVIEW

6.2.    DESIGN PROCEDURE

6.2.1.  Preliminary Design

6.2.2.  Determination of Forces on Local Boundary Elements

6.2.3.  Final Design

6.2.4.  Web-Plate Shear strength

6.2.5.  Design of VBE

6.2.6.  Design of HBE

6.3.    DESIGN EXAMPLE.

Chapter 7 Discussion of Special Considerations

7.1.    OVERVIEW

7.2.    MATERIAL SPECIFICATIONS

7.3.    SERVICEABILITY

7.3.1.  Buckling of Web Plates: Attachments

7.3.2.  Loading at Buckling of Web Plate

7.4.    CONFIGURATION

7.5.    CONSTRUCTION

7.5.1.  Bolted Construction

7.5.2.  Welded Construction

7.5.3.  Sequence and speed of Erection

7.5.4.  Connection of Other Elements

7.5.5.  Retrofit Applications

7.6.    FIRE PROTECTION

7.7.    FUTURE RESEARCH AND TOOLS

Bibliography and References

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