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).

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PDF Pages	PDF Title
1	Seismic Design Manual, 3rd Edition
3	Contents
7	Foreword
8	Preface
10	Scope
11	Part 1—General Design Considerations
14	1.1 Scope 1.2 Applicable Specifications, Codes and Other References Specifications, Codes and Standards for Structural Steel Buildings
15	Other AISC Reference Documents 1.3 Seismic Design Overview and Design Considerations Performance Goals
16	Applicable Building Code
17	Risk Category and Seismic Design Category Earthquake Ground Motion and Response Spectrum
18	Maximum Considered Earthquake and Design Basis Earthquake
20	Systems Defined in ASCE/SEI 7
23	Seismic Performance Factors Response Modification Coefficient, R
24	R = 3 Applications Deflection Amplification Factor, Cd Overstrength Seismic Load & Capacity-Limited Seismic Load Effect
26	Redundancy Factor
27	Maximum Force Delivered by the System Building Joints. Expansion Joints
28	Seismic Joints
29	Building Separations Building Drift Deflection Compatibility Lowest Anticipated Service Temperature
31	Quality Control and Quality Assurance
32	Design Drawing Requirements Structural Design Drawing Requirements SFRS Member and Connection Material Specifications Demand Critical Welds
33	Locations and Dimensions of Protected Zones Additional Structural Design Drawing Detail Requirements in the Provisions
34	AWS D1.8 Structural Welding Code—Seismic Supplement
35	Composite Systems
36	Wind and Seismic Design
37	1.4 Identification of SFRS Elements and Sample Connection Details Identification of SFRS Elements Sample Connection Details
40	1.5 Design Table Discussion Seismic Weld Access Hole Configurations Member Ductility Requirements Local Buckling Requirements
41	Table 1-A Limiting Width-to-Thickness Ratios for W-Shape Flanges and Webs in Compression
43	Table 1-B Limiting Width-to-Thickness Ratios for Angle Legs in Compression
44	Table 1-C Limiting Width-to-Thickness Ratios for Rectangular and Square HSS Walls in Compression
45	Table 1-D Limiting Width-to-Thickness Ratios for Round HSS and Pipe Walls in Compression
46	Strength of Steel Headed Stud Anchors ASCE/SEI 7 Design Coefficients and Factors for SFRS
47	Part 1 References
49	Design Tables Table 1-1 Workable Weld Access Hole Configurations for Beams
50	Table 1-2 Summary of Member Ductility Requirements
52	Table 1-3 Sections that Satisfy Seismic Width-to-Thickness Requirements, W-Shapes
78	Table 1-4 Sections that Satisfy Seismic Width-to-Thickness Requirements, Angles
79	Table 1-5a Sections that Satisfy Seismic Width-to-Thickness, Rectangular HSS Requirements Rectangular HSS
84	Table 1-5b Sections that Satisfy Seismic Width-to-Thickness Requirements, Square HSS
87	Table 1-6 Sections that Satisfy Seismic Width-to-Thickness Requirements, Round HSS
91	Table 1-7 Sections that Satisfy Seismic Width-to-Thickness Requirements, Pipes
92	Table 1-8 Shear Stud Anchor Nominal Horizontal Shear Strength and 25% Reduced Nominal Horizontal Shear Strength for Steel Headed Stud Anchors, kips
93	Table 1-9a Design Coefficients and Factors for Steel and Steel and Concrete Composite Seismic Force-Resisting Systems
96	Table 1-9b Design Coefficients and Factors for Nonbuilding Structures Similar to Buildings
97	Part 2—Analysis
98	2.1 Scope 2.2 Role of Structural Analysis in Design Ductile Design Mechanism
99	Capacity Design 2.3 Analysis Procedures
100	Elastic, Inelastic and Plastic Analysis
101	Stability Design Methods in the AISC Specification
102	Direct Analysis Method Effective Length Method First-Order Analysis Method Analysis Methods in ASCE/SEI 7 and the Direct Analysis Method
103	Equivalent Lateral Force Procedure and the Direct Analysis Method Modal Response Spectrum Analysis and the Direct Analysis Method
104	2.4 Structural Modeling Strength of Structural Elements Stiffness of Structural Elements Steel Elements
105	Composite Elements
106	Connections and Panel Zones
108	Column Bases and Foundations
109	Diaphragms for Three-Dimensional Analysis
110	Gravity Loads Gravity Loads in Diagonal Braces and Special Plate Shear Walls
111	Part 2 References
113	Part 3—Systems Not Specifically Designed for Seismic Resistance
114	3.1 Scope 3.2 General Discussion 3.3 Design Example Plan and Elevations
116	3.4 Moment Frames
117	Example 3.4.1. Moment Frame Story Drift Check
118	Example 3.4.2. Moment Frame Column Design
122	Example 3.4.3. Moment Frame Beam Design
125	Example 3.4.4. Moment Frame Beam-to-ColumnConnection Design
135	3.5 Braced Frames Example 3.5.1. Braced Frame Brace Design
137	Example 3.5.2. Braced Frame Column Design
139	Example 3.5.3. Braced Frame Brace-to-Beam/ColumnConnection Design
171	Part 3 References
173	Part 4—Moment Frames
175	4.1 Scope 4.2 Ordinary Moment Frames (OMF)
176	OMF Design Example Plan and Elevation
179	Example 4.2.1. OMF Story Drift and Stability Check
182	Example 4.2.2. OMF Column Strength Check
186	Example 4.2.3. OMF Beam Strength Check
189	Example 4.2.4. OMF Beam-Column Connection Design
206	4.3 Special Moment Frames (SMF) and Intermediate Moment Frames (IMF)
209	SMF Design Example Plan and Elevation
212	Example 4.3.1. SMF Story Drift and Stability Check
217	Example 4.3.2. SMF Column Strength Check
221	Example 4.3.3. SMF Beam Strength Check
230	Example 4.3.4. SMF Beam Stability Bracing Design—Equal Depth Beams
249	Example 4.3.5. SMF Beam Stability Bracing Design—Unequal Depth Beams
269	Example 4.3.6. SMF Beam-Column Connection Design—RBS
292	Example 4.3.7. SMF Beam-Column Connection Design—BFP
310	Example 4.3.8. SMF Strong-Column Weak-Beam Exceptions
316	4.4 Special Trust Moment Frames (STMF) Overview of Applicable Design Provisions
319	STMF Design Example Plan and Elevation
322	Example 4.4.1. STMF Story Drift and Stability Check
325	Example 4.4.2. STMF Special Segment Design Checks
334	Example 4.4.3. STMF Nonspecial Segment Design
342	Example 4.4.4. STMF Column Strength Checks
345	Example 4.4.5. STMF Truss-Column Connection Design
356	Example 4.4.6. STMF Truss Chord Splice Connection Design
359	4.5 Column Splice and Column Base Design Examples Example 4.5.1. Gravity Column Splice Design in a Moment Frame Building
372	Example 4.5.2. SMF Column Splice Design
376	Example 4.5.3. SMF Column Base Design
394	Example 4.5.4. SMF Embedded Column Base Design
401	4.6 Design Table Discussion Table 4-1. Comparison of Requirements for SMF, IMF and OMF Table 4-2. SMF Design Tables
422	Part 4 References
423	Part 5—Braced Frames
425	5.1 Scope 5.2 Ordinary Concentrically Braced Frames (OCBF)
426	OCBF Design Example Plan and Elevation
430	Example 5.2.1. OCBF Diagonal Brace Design
440	Example 5.2.2. OCBF Column Design
443	Example 5.2.3. OCBF Beam Design
456	Example 5.2.4. OCBF Brace-to-Beam/Column Connection Design
510	Example 5.2.5. OCBF Tension-Only Diagonal Brace Design
516	MT-OCBF Design Example Plan and Elevation
520	Example 5.2.6. MT-OCBF Diagonal Brace Design
523	Example 5.2.7. MT-OCBF Column Design
531	Example 5.2.8. MT-OCBF Column Design Using Tension-Only Bracing Exception
538	Example 5.2.9. MT-OCBF Strut Design Using Tension-Only Bracing Exception
542	5.3 Special Concentrically Braced Frames (SCBF)
544	Design of Gusseted Beam-to-Column Connections to Accommodate Large Drifts
546	SCBF Design Example Plan and Elevation
549	Example 5.3.1. SCBF Brace Design
554	Example 5.3.2. SCBF Analysis
558	Example 5.3.3. SCBF Column Design
564	Example 5.3.4. SCBF Beam Design
580	Example 5.3.5. SCBF Beam Desi
591	Example 5.3.6. SCBF Column Splice Design
597	Example 5.3.7. SCBF Brace-to-Beam Connection Design
654	Example 5.3.8. SCBF Brace-to-Beam Connection Design
681	Example 5.3.9. SCBF Brace-to-Beam/Column Connection Design
759	Example 5.3.10. SCBF Brace-to-Beam/Column Connection Design with Elliptical Clearance and Fixed Beam-to-Column Connection
785	Example 5.3.11. SCBF Brace-to-Beam/Column Connection Design—In-Plane Brace Buckling
822	5.4 Eccentrically Braced Frames (EBF)
825	EBF Design Example Plan and Elevation
828	Example 5.4.1. EBF Story Drift Check
829	Example 5.4.2. EBF Link Design
844	Example 5.4.3. EBF Beam Outside of the Link Design
853	Example 5.4.4. EBF Brace Design
857	Example 5.4.5. EBF Column Design
863	Example 5.4.6. EBF Brace-to-Link Connection Design
870	Example 5.4.7. EBF Brace-to-Beam/Column Connection Design
905	5.5 Buckling-Restrained Braced Frames (BRBF)
910	BRBF Design Example Plan and Elevation
914	Example 5.5.1. BRBF Brace Design
919	Example 5.5.2. BRBF Column Design
924	Example 5.5.3. BRBF Beam Design
935	Example 5.5.4. BRBF Brace-to-Beam/Column Connection Design
949	5.6 Connection Design
950	Part 5 References
953	Part 6—Composite Moment Frames
954	6.1 Scope 6.2 Composite Ordinary Moment Frames (C-OMF) Overview of Applicable Design Provisions
956	6.3 Composite Intermediate Moment Frames (C-IMF)
957	Overview of Applicable Design Provisions
960	6.4 Composite Special Moment Frames (C-SMF) Overview of Applicable Design Provisions
964	6.5 Composite Partially Restrained Moment Frames (C-PRMF)
965	Overview of Applicable Design Provisions
967	6.6 Connection Design
968	Reinforced Concrete Column-to-Steel Beam Connections
972	Round Filled Composite Column-to-Steel Beam Connections
974	Rectangular Filled Composite Column-to-Steel Beam Connections
980	Part 6 References
983	Part 7—Composite Braced Frames and Shear Walls
985	7.1 Scope 7.2 Composite Ordinary Braced Frames (C-OBF) Overview of Applicable Design Provisions
987	Discussion 7.3 Composite Special Concentrically Braced Frames (C-SCBF) Overview of Applicable Design Provisions
989	Discussion
990	7.4 Composite Eccentrically Braced Frames (C-EBF) Overview of Applicable Design Provisions
992	Discussion 7.5 Composite Shear Walls General System Behavior
993	Shear Wall Coupling
994	Degree of Coupling Steel Coupling Beam Design
997	Beam Embedment Length (Connection) Detailing Requirements in the Embedded Region
998	Wall Overstrength
999	Composite Ordinary Shear Walls (C-OSW) Overview of Applicable Design Provisions
1002	Steel Coupling Beam Design Beam Embedment Length Composite Coupling Beams Expected Plastic Moment
1004	Shear Strength Embedment Length Example 7.5.1. C-OSW Steel Coupling Beam Design
1009	Example 7.5.2. C-OSW Composite Coupling Beam Design
1015	Composite Special Shear Walls (C-SSW) Overview of Applicable Design Provisions
1018	Steel Coupling Beam Design
1019	Wall Overstrength Beam Embedment Length Intermediate Web Stiffeners
1020	Face Bearing Plates Stiffeners within the Embedded Region Vertical Transfer Bars Example 7.5.3. C-SSW Steel Coupling Beam Design
1031	Part 7 References
1033	Part 8—Diaphragms, Collectors and Chords
1034	8.1 Scope 8.2 General Discussion
1036	8.3 Flexural and Torsional Buckling of Collector Elements Bracing and Compressive Strength of Collectors
1037	Major Axis Buckling Minor Axis and Torsional Buckling
1040	8.4 Design Examples Example 8.4.1. Diaphragm Chord and Collector Design
1057	Part 9—Provisions and Standards
1059	9.1 Seismic Provisions for Structural Steel Buildings, July 12, 2016
1061	Preface
1065	Table of Contents
1089	Symbols
1096	Glossary
1103	Abbreviations
1105	Provisions
1261	Commentary
1535	9.2 Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, May 12, 2016
1537	Preface
1539	Table of Contents
1548	Symbols
1557	Glossary
1559	Standard
1709	Commentary
1819	Index

Published By	Publication Date	Number of Pages
AISC	2018	1832


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Standard Title	Seismic Design Manual, 3rd Edition
Published Code	AISC
Publication Date	2018
Pages Count	1832

AISC M327 18AW:2018 Edition

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