ANSI/AISC 341-05 : Seismic Provisions for Structural Steel Buildings
This specification is a companion to ANSI/AISC 360-05 : the Specification for Structural Steel Buildings that extends coverage to the connection detailing and member design requirements for structural steel and composite structural steel and reinforced concrete systems in high-seismic applications. This new standard, dated March 9, 2005, replaces and updates the 2002 Seismic Provisions for Structural Steel Buildings as well as incorporating provisions for two new systems: buckling-restrained braced frames and special plate shear walls. Supplement No. 1 , dated November 16, 2005, is incorporated into the new seismic provisions which affects only the section on ordinary concentrically braced frames (OCBF).
TABLE OF CONTENTS
SYMBOLS
PART I STRUCTURAL STEEL BUILDINGS — PROVISIONS
GLOSSARY .
1. SCOPE
2. REFERENCED SPECIFICATIONS, CODES, AND STANDARDS
3. GENERAL SEISMIC DESIGN REQUIREMENTS
4. LOADS, LOAD COMBINATIONS, AND NOMINAL STRENGTHS
5. STRUCTURAL DESIGN DRAWINGS AND SPECIFICATIONS, SHOP DRAWINGS, AND ERECTION DRAWINGS
6. MATERIALS
7. CONNECTIONS, JOINTS, AND FASTENERS
8. MEMBERS
9. SPECIAL MOMENT FRAMES (SMF)
10. INTERMEDIATE MOMENT FRAMES (IMF)
11. ORDINARY MOMENT FRAMES (OMF)
12. SPECIAL TRUSS MOMENT FRAMES (STMF)
13. SPECIAL CONCENTRICALLY BRACED FRAMES (SCBF)
14. ORDINARY CONCENTRICALLY BRACED FRAMES (OCBF)
15. ECCENTRICALLY BRACED FRAMES (EBF)
16. BUCKLING-RESTRAINED BRACED FRAMES (BRBF)
17. SPECIAL PLATE SHEAR WALLS (SPSW)
18. QUALITY ASSURANCE PLAN
APPENDIX P. PREQUALIFICATION OF BEAM-COLUMN AND LINK-TO-COLUMN CONNECTIONS
P1. SCOPE .
P2. GENERAL REQUIREMENTS
P3. TESTING REQUIREMENTS
P4. PREQUALIFICATION VARIABLES
P5. DESIGN PROCEDURE
P6. PREQUALIFICATION RECORD
APPENDIX Q. QUALITY ASSURANCE PLAN
Q1. SCOPE .
Q2. INSPECTION AND NONDESTRUCTIVE TESTING PERSONNEL
Q3. CONTRACTOR DOCUMENTS
Q4. QUALITY ASSURANCE AGENCY DOCUMENTS
Q5. INSPECTION POINTS AND FREQUENCIES
APPENDIX R. SEISMIC DESIGN COEFFICIENTS AND APPROXIMATE PERIOD PARAMETERS
R1. SCOPE
R2. SYMBOLS
R3. DESIGN COEFFICIENTS AND FACTORS FOR BASIC SEISMIC LOAD RESISTING SYSTEMS
R4. VALUES OF APPROXIMATE PERIOD PARAMETERS
APPENDIX S. QUALIFYING CYCLIC TESTS OF BEAM-TO-COLUMN AND LINK-TO-COLUMN CONNECTIONS
S1. SCOPE
S2. SYMBOLS
S3. DEFINITIONS
S4. TEST SUBASSEMBLAGE REQUIREMENTS
S5. ESSENTIAL TEST VARIABLES
S6. LOADING HISTORY
S7. INSTRUMENTATION
S8. MATERIALS TESTING REQUIREMENTS
S9. TEST REPORTING REQUIREMENTS
S10. ACCEPTANCE CRITERIA
APPENDIX T. QUALIFYING CYCLIC TESTS OF BUCKLING-RESTRAINED BRACES
T1. SCOPE
T2. SYMBOLS
T3. DEFINITIONS
T4. SUBASSEMBLAGE TEST SPECIMEN
T5. BRACE TEST SPECIMEN
T6. LOADING HISTORY
T7. INSTRUMENTATION
T8. MATERIALS TESTING REQUIREMENTS
T9. TEST REPORTING REQUIREMENTS
T10. ACCEPTANCE CRITERIA
APPENDIX W. WELDING PROVISIONS
W1. SCOPE
W2. STRUCTURAL DESIGN DRAWINGS AND SPECIFICATIONS, SHOP DRAWINGS, AND ERECTION DRAWINGS
W3. PERSONNEL
W4. NONDESTRUCTIVE TESTING PROCEDURES
W5. ADDITIONAL WELDING PROVISIONS
W6. ADDITIONAL WELDING PROVISIONS FOR DEMAND CRITICAL WELDS ONLY
APPENDIX X. WELD METAL/WELDING PROCEDURE SPECIFICATION NOTCH TOUGHNESS VERIFICATION TEST
X1. SCOPE
X2. TEST CONDITIONS
X3. TEST SPECIMENS
X4. ACCEPTANCE CRITERIA
PART II COMPOSITE STRUCTURAL STEEL AND REINFORCED CONCRETE BUILDINGS
GLOSSARY
1. SCOPE
2. REFERENCED SPECIFICATIONS, CODES, AND STANDARDS
3. GENERAL SEISMIC DESIGN REQUIREMENTS
4. LOADS, LOAD COMBINATIONS, AND NOMINAL STRENGTHS
5. MATERIALS
6. COMPOSITE MEMBERS
7. COMPOSITE CONNECTIONS
8. COMPOSITE PARTIALLY RESTRAINED (PR) MOMENT FRAMES (C-PRMF)
9. COMPOSITE SPECIAL MOMENT FRAMES (C-SMF)
10. COMPOSITE INTERMEDIATE MOMENT FRAMES (C- IMF)
11. COMPOSITE ORDINARY MOMENT FRAMES (C-OMF)
12. COMPOSITE SPECIAL CONCENTRICALLY BRACED FRAMES (C-CBF)
13. COMPOSITE ORDINARY BRACED FRAMES (C-OBF)
14. COMPOSITE ECCENTRICALLY BRACED FRAMES (C-EBF)
15. ORDINARY REINFORCED CONCRETE SHEAR WALLS COMPOSITE WITH STRUCTURAL STEEL ELEMENTS (C-ORCW)
16. SPECIAL REINFORCED CONCRETE SHEAR WALLS COMPOSITE WITH STRUCTURAL STEEL ELEMENTS (C-SRCW)
17. COMPOSITE STEEL PLATE SHEAR WALLS (C-SPW)
18. STRUCTURAL DESIGN DRAWINGS AND SPECIFICATIONS, SHOP DRAWINGS, AND ERECTION DRAWINGS
19. QUALITY ASSURANCE PLAN
COMMENTARY
PART I STRUCTURAL STEEL BUILDINGS
C1. SCOPE
C2. REFERENCED SPECIFICATIONS, CODES, AND STANDARDS
C3. GENERAL SEISMIC DESIGN REQUIREMENTS
C4. LOADS, LOAD COMBINATIONS, AND NOMINAL STRENGTHS
C5. STRUCTURAL DESIGN DRAWINGS AND SPECIFICATIONS, SHOP DRAWINGS, AND ERECTION DRAWINGS
C6. MATERIALS
C7. CONNECTIONS, JOINTS, AND FASTENERS
C8. MEMBERS
C9. SPECIAL MOMENT FRAMES (SMF)
C10. INTERMEDIATE MOMENT FRAMES (
C11. ORDINARY MOMENT FRAMES (OMF)
C12. SPECIAL TRUSS MOMENT FRAMES (STMF)
C13. SPECIAL CONCENTRICALLY BRACED FRAMES (SCBF)
C14. ORDINARY CONCENTRICALLY BRACED FRAMES (OCBF)
Seismic Provisions for Structural Steel Buildings, March 9, 2005, incl. Supplement No. 1
C15. ECCENTRICALLY BRACED FRAMES (EBF)
C16. BUCKLING-RESTRAINED BRACED FRAMES (BRBF)
C17. SPECIAL PLATE SHEAR WALLS (SPSW)
C18. QUALITY ASSURANCE PLAN
APPENDIX P. PREQUALIFICATION OF BEAM-TO-COLUMN AND LINK-TO-COLUMN CONNECTIONS
CP1. SCOPE
CP2. GENERAL REQUIREMENTS
CP3. TESTING REQUIREMENTS
CP4. PREQUALIFICATION VARIABLES
CP5. DESIGN PROCEDURE
CP6. PREQUALIFICATION RECORD
APPENDIX Q. QUALITY ASSURANCE PLAN
CQ1. SCOPE
CQ2. INSPECTION AND NONDESTRUCTIVE TESTING PERSONNEL
CQ3. CONTRACTOR DOCUMENTS
CQ4. QUALITY ASSURANCE AGENCY DOCUMENTS
APPENDIX R. SEISMIC DESIGN COEFFICIENTS AND APPROXIMATE PERIOD PARAMETERS
CR1. SCOPE
APPENDIX S. QUALIFYING CYCLIC TESTS OF BEAM-TO-COLUMN AND LINK-TO-COLUMN CONNECTIONS
CS1. SCOPE
CS3. DEFINITIONS
CS4. TEST SUBASSEMBLAGE REQUIREMENTS
CS5. ESSENTIAL TEST VARIABLE
CS6. LOADING HISTORY
CS8. MATERIALS TESTING REQUIREMENTS
CS10. ACCEPTANCE CRITERIA
APPENDIX T. QUALIFYING CYCLIC TESTS OF BUCKLING-RESTRAINED BRACES
CT1. SCOPE
CT2. SYMBOLS
CT3. DEFINITIONS
CT4. SUBASSEMBLAGE TEST SPECIMEN
CT5. BRACE TEST SPECIMEN
CT6. LOADING HISTORY
CT8. MATERIALS TESTING REQUIREMENTS
CT10. ACCEPTANCE CRITERIA
APPENDIX W. WELDING PROVISIONS
CW1. SCOPE
CW2. STRUCTURAL DESIGN DRAWINGS AND SPECIFICATIONS, SHOP DRAWINGS, AND ERECTION DRAWINGS
CW3. PERSONNEL
CW4. NONDESTRUCTIVE TESTING PROCEDURES
CW5. ADDITIONAL WELDING PROVISIONS
CW6. ADDITIONAL WELDING PROVISIONS FOR DEMAND CRITICAL WELDS ONLY
APPENDIX X. WELD METAL/WELDING PROCEDURE SPECIFICATION NOTCH TOUGHNESS VERIFICATION TEST
CX1. SCOPE
CX2. TEST CONDITIONS
CX3. TEST SPECIMENS
CX4. ACCEPTANCE CRITERIA
PART II COMPOSITE STRUCTURAL STEEL AND REINFORCED CONCRETE BUILDINGS
C1. SCOPE
C2. REFERENCED SPECIFICATIONS, CODES, AND STANDARDS
C3. GENERAL SEISMIC DESIGN REQUIREMENTS
C4. LOADS, LOAD COMBINATIONS, AND NOMINAL STRENGTHS
C5. MATERIALS
C6. COMPOSITE MEMBERS
C7. COMPOSITE CONNECTIONS
C8. COMPOSITE PARTIALLY RESTRAINED (PR) MOMENT FRAMES (C-PRMF)
C9. COMPOSITE SPECIAL MOMENT FRAMES (C-SMF)
C10. COMPOSITE INTERMEDIATE MOMENT FRAMES (C-IMF)
C11. COMPOSITE ORDINARY MOMENT FRAMES (C-OMF)
C12. COMPOSITE SPECIAL CONCENTRICALLY BRACED FRAMES (C-CBF)
C13. COMPOSITE ORDINARY BRACED FRAMES (C-OBF)
C14. COMPOSITE ECCENTRICALLY BRACED FRAMES (C-EBF)
C15. ORDINARY REINFORCED CONCRETE SHEAR WALLS COMPOSITE WITH STRUCTURAL STEEL ELEMENTS (C-ORCW)
C16. SPECIAL REINFORCED CONCRETE SHEAR WALLS COMPOSITE WITH STRUCTURAL STEEL ELEMENTS (C-SRCW)
C17. COMPOSITE STEEL PLATE SHEAR WALLS (C-SPW)
C18. STRUCTURAL DESIGN DRAWINGS AND SPECIFICATIONS, SHOP DRAWINGS AND ERECTION DRAWINGS
C19. QUALITY ASSURANCE PLAN
REFERENCES
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