Seismic Design Manual, 3rd Edition
FORMAT
In a change from the previous edition, the 3rd Edition Seismic Design Manual is produced with a high-quality vinyl softcover that coordinates with the 15th Edition Steel Construction Manual.
CONTENTS
The 3rd Edition AISC Seismic Design Manual includes:
Comprehensive design examples, updated for the 2016 AISC Seismic Provisions.
Side-by-side LRFD and ASD design methodologies for design examples
Thorough examples on connection design, including panel zone detailing and brace-to-beam/column connection design options
Extended discussion and more economical design methodology for collector elements
Examples for buckling-restrained braced frames
Chapter listing:
General Design Considerations
Analysis
Systems Not Specifically Detailed for Seismic Resistance
Moment Frames
Braced Frames
Composite Moment Frames
Composite Braced Frames and Shear Walls
Diaphragms, Collectors and Chords
Provisions and Standards
Also, included are two AISC seismic-related standards: the 2016 AISC Seismic Provisions for Structural Steel Buildings (ANSI/AISC 341-16) and the 2016 AISC Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications (ANSI/AISC 358-16).
Please review AISC's member discount and return policies. All AISC member types other than Full Members are limited to the purchase of two (2) manuals at the member discount price, regardless of the prices shown in your shopping cart. Orders that violate this policy will be cancelled or quantity-adjusted accordingly.
Publication Date: 2018
Author(s): American Institute of Steel Construction (AISC)
Edition: 3
Publisher: American Institute of Steel Construction
Year: 2018
Language: English
Commentary: TD
Tags: Structural Engineering, Steel Structure Design and Detailing, Detailing, Steel, Seismic Design, SMRF, OMRF, OCBF, ASCE7
Cover
CONTENTS
PART 1 GENERAL DESIGN CONSIDERATIONS
1.1 SCOPE
1.2 APPLICABLE SPECIFICATIONS, CODES ANDOTHER REFERENCES
1.3 SEISMIC DESIGN OVERVIEW ANDDESIGN CONSIDERATIONS
1.4 IDENTIFICATION OF SFRS ELEMENTS ANDSAMPLE CONNECTION DETAILS
1.5 DESIGN TABLE DISCUSSION
PART 2 ANALYSIS
2.1 SCOPE
2.2 ROLE OF STRUCTURAL ANALYSIS IN DESIGN
2.3 ANALYSIS PROCEDURES
2.4 STRUCTURAL MODELING
PART 3 SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE
3.1 SCOPE
3.2 GENERAL DISCUSSION
3.3 DESIGN EXAMPLE PLAN AND ELEVATIONS
3.4 MOMENT FRAMES
3.5 BRACED FRAMES
PART 4 MOMENT FRAMES
4.1 SCOPE
4.2 ORDINARY MOMENT FRAMES (OMF)
4.3 SPECIAL MOMENT FRAMES (SMF) AND INTERMEDIATE MOMENT FRAMES (IMF)
4.4 SPECIAL TRUSS MOMENT FRAMES (STMF)
4.5 COLUMN SPLICE AND COLUMN BASEDESIGN EXAMPLES
4.6 DESIGN TABLE DISCUSSION
PART 5 BRACED FRAMES
5.1 SCOPE
5.2 ORDINARY CONCENTRICALLY BRACEDFRAMES (OCBF)
5.3 SPECIAL CONCENTRICALLYBRACED FRAMES (SCBF)
5.4 ECCENTRICALLY BRACED FRAMES (EBF)
EBF Design Example Plan and Elevation
Example 5.4.1. EBF Story Drift Check
Example 5.4.2. EBF Link Design
Lateral Bracing Requirements
Example 5.4.3. EBF Beam Outside of the link Design
Example 5.4.4. EBF Brace Design
Example 5.4.5. EBF Column Design
Example 5.4.6. EBF Brace-to-link Connection Design
Example 5.4.7. EBF Brace-to-Beam/Column Connection Design
5.5 BUCKLING-RESTRAINED BRACED FRAMES (BRBF)
5.6 CONNECTION DESIGN
PART 6 COMPOSITE MOMENT FRAMES
6.1 SCOPE
6.2 COMPOSITE ORDINARY MOMENTFRAMES (C-OMF)
6.4 COMPOSITE SPECIAL MOMENT FRAMES (C-SMF)
6.5 COMPOSITE PARTIALLY RESTRAINEDMOMENT FRAMES (C-PRMF)
PART 7 COMPOSITE BRACED FRAMES AND SHEAR WALLS
7.1 SCOPE
7.2 COMPOSITE ORDINARY BRACED FRAMES (C-OBF)
7.3 COMPOSITE SPECIAL CONCENTRICALLYBRACED FRAMES (C-SCBF)
7.4 COMPOSITE ECCENTRICALLY BRACEDFRAMES (C-EBF)
7.5 COMPOSITE SHEAR WALLS
PART 8 DIAPHRAGMS, COLLECTORS AND CHORDS
8.1 SCOPE
8.2 GENERAL DISCUSSION
8.3 FLEXURAL AND TORSIONAL BUCKLING OFCOLLECTOR ELEMENTS
8.4 DESIGN EXAMPLES
PART 9 PROVISIONS AND STANDARDS
