ASCE/SEI 41 13 : 2014
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS
Hardcopy , PDF
07-10-2021
English
01-01-2014
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STANDARDS
FOREWORD
ACKNOWLEDGMENTS
UNIT CONVERSIONS
1 GENERAL REQUIREMENTS
2 PERFORMANCE OBJECTIVES AND SEISMIC HAZARDS
3 EVALUATION AND RETROFIT REQUIREMENTS
4 TIER 1 SCREENING
5 TIER 2 DEFICIENCY-BASED EVALUATION AND RETROFIT
6 TIER 3 SYSTEMATIC EVALUATION AND RETROFIT
7 ANALYSIS PROCEDURES AND ACCEPTANCE CRITERIA
8 FOUNDATIONS AND GEOLOGIC SITE HAZARDS
9 STEEL
10 CONCRETE
11 MASONRY
12 WOOD AND COLD-FORMED STEEL LIGHT FRAME
13 ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS
14 SEISMIC ISOLATION AND ENERGY DISSIPATION
15 SYSTEM-SPECIFIC PERFORMANCE PROCEDURES
16 TIER 1 CHECKLISTS
17 REFERENCE DOCUMENTS
APPENDIX A - GUIDELINES FOR DEFICIENCY-BASED PROCEDURES
APPENDIX B - APPLYING ASCE 41-13 IN BUILDING CODES, REGULATORY
POLICIES, AND MITIGATION PROGRAMS
APPENDIX C - SUMMARY DATA SHEET
INDEX
Prepared by the Flood Resistant Design and Construction Committee of the Codes and Standards Activities Division of the Structural Engineering Institute of ASCE
| DevelopmentNote |
2007 Edition is also available; See: ASCE 41 06. 2003 Edition is also available; See: ASCE 31 03. (05/2014) Checklist Tier 1 is also available separately see: ASCE/SEI 41 13 TIER 1. (10/2015) New 2017 Edition is also available; See: ASCE/SEI 41 17. (11/2017)
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| DocumentType |
Standard
|
| ISBN |
9780784478721
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| Pages |
555
|
| PublisherName |
American Society of Civil Engineers
|
| Status |
Superseded
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| SupersededBy |
| CSA S832 : 2014 | SEISMIC RISK REDUCTION OF OPERATIONAL AND FUNCTIONAL COMPONENTS (OFCS) OF BUILDINGS |
| NFPA 5000 : 2018 | BUILDING CONSTRUCTION AND SAFETY CODE |
| ACI 374.3R : 2016 | GUIDE TO NONLINEAR MODELING PARAMETERS FOR EARTHQUAKE-RESISTANT STRUCTURES |
| ASCE/SEI 4 16 : 2017 | SEISMIC ANALYSIS OF SAFETY - RELATED NUCLEAR STRUCTURES |
| ACI SP 313 : 2017 | PROCEEDINGS OF THE FIRST ACI & JCI JOINT SEMINAR: DESIGN OF CONCRETE STRUCTURES AGAINST EARTHQUAKE AND TSUNAMI DISASTERS |
| UFC 3-301-01 : Change 3 | UNIFIED FACILITIES CRITERIA - STRUCTURAL ENGINEERING |
| ICC IEBC CODE AND COMMENTARY : 2015 | IEBC® Code and Commentary |
| ACI 440.2R : 2017 | GUIDE FOR THE DESIGN AND CONSTRUCTION OF EXTERNALLY BONDED FRP SYSTEMS FOR STRENGTHENING CONCRETE STRUCTURES |
| ACI 562 : 2016 | CODE REQUIREMENTS FOR ASSESSMENT, REPAIR, AND REHABILITATION OF EXISTING CONCRETE STRUCTURES AND COMMENTARY |
| ASTM C 1531 : 2016 : REDLINE | Standard Test Methods for In Situ Measurement of Masonry Mortar Joint Shear Strength Index |
| ASTM E 518/E518M : 2015 : REDLINE | Standard Test Methods for Flexural Bond Strength of Masonry |
| ASCE 25 97 : 1999 | EARTHQUAKE-ACTUATED AUTOMATIC GAS SHUTOFF DEVICES |
| ASTM A 615/A615M : 2016-03 | SPECIFICATION FOR DEFORMED AND PLAIN CARBON-STEEL BARS FOR CONCRETE REINFORCEMENT |
| ACI 437R : 2003 | STRENGTH EVALUATION OF EXISTING CONCRETE BUILDINGS |
| ASCE 41 06 : 2007 | SEISMIC REHABILITATION OF EXISTING BUILDINGS |
| ACI 318 : 2014 | BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY |
| AWS D1.3/D1.3M : 2008 | STRUCTURAL WELDING CODE-SHEET STEEL |
| AISC 341 : 2016 | SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS |
| NFPA 325 : 1994 | FIRE HAZARD PROPERTIES OF FLAMMABLE LIQUIDS, GASES, AND VOLATILE SOLIDS |
| ASTM A 706/A706M : 2016 : REDLINE | Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement |
| ASCE 5-11/6-11 : 2011 | BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES AND RELATED COMMENTARIES |
| NFPA 491 : 1997 | GUIDE FOR HAZARDOUS CHEMICAL REACTIONS |
| ACI 355.4 : 2011 | QUALIFICATION OF POST-INSTALLED ADHESIVE ANCHORS IN CONCRETE AND COMMENTARY |
| ASCE 4 98 : 2000 | SEISMIC ANALYSIS OF SAFETY-RELATED NUCLEAR STRUCTURES AND COMMENTARY |
| NFPA 704 : 2017 | STANDARD SYSTEM FOR THE IDENTIFICATION OF THE HAZARDS OF MATERIALS FOR EMERGENCY RESPONSE |
| ASTM C 42/C 42M : 2016-10 | TEST METHOD FOR OBTAINING AND TESTING DRILLED CORES AND SAWED BEAMS OF CONCRETE |
| ASTM A 913/A913M : 2015 : REDLINE | Standard Specification for High-Strength Low-Alloy Steel Shapes of Structural Quality, Produced by Quenching and Self-Tempering Process (QST) |
| NFPA 49 : 1994 | HAZARDOUS CHEMICALS DATA |
| ACI 228.1R : 2003 | IN-PLACE METHODS TO ESTIMATE CONCRETE STRENGTH |
| AISC 360 : 2016 | SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS |
| ACI 364.1R : 2007 | GUIDE FOR EVALUATION OF CONCRETE STRUCTURES PRIOR TO REHABILITATION |
| ASCE 7 10 : 2010 | MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES |
| ASTM C 597 : 2016 : REDLINE | Standard Test Method for Pulse Velocity Through Concrete |
| ACI 355.2 : 2007 | QUALIFICATION OF POST-INSTALLED MECHANICAL ANCHORS IN CONCRETE AND COMMENTARY |
| ASTM C 496/C496M : 2017 : REDLINE | Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens |
| ASTM A 421/A421M : 2015 : REDLINE | Standard Specification for Stress-Relieved Steel Wire for Prestressed Concrete |
| NFPA 13 : 2016 | INSTALLATION OF SPRINKLER SYSTEMS |
| ACI 214.4R : 2010 | GUIDE FOR OBTAINING CORES AND INTERPRETING COMPRESSIVE STRENGTH RESULTS |
| ASTM C 1531 : 2016 : REDLINE | Standard Test Methods for In Situ Measurement of Masonry Mortar Joint Shear Strength Index |
| ACI PRC-201.1 : 2008 | GUIDE FOR CONDUCTING A VISUAL INSPECTION OF CONCRETE IN SERVICE |
| ACI 369R : 2011 | GUIDE FOR SEISMIC REHABILITATION OF EXISTING CONCRETE FRAME BUILDINGS AND COMMENTARY |
| AWS D1.1/D1.1M : 2015 | STRUCTURAL WELDING CODE-STEEL |
| API 650 : 2013 | WELDED TANKS FOR OIL STORAGE |
| ACI 352R : 2002 | RECOMMENDATIONS FOR DESIGN OF BEAM-COLUMN JOINTS IN MONOLITHIC REINFORCED CONCRETE STRUCTURES |
| ASTM E 519/E519M : 2015 : REDLINE | Standard Test Method for Diagonal Tension (Shear) in Masonry Assemblages |
| ACI 374.1 : 2005 | ACCEPTANCE CRITERIA FOR MOMENT FRAMES BASED ON STRUCTURAL TESTING AND COMMENTARY |
| ASCE 31 03 : 2003 | SEISMIC EVALUATION OF EXISTING BUILDINGS |
| ACI T1.1/T1.1R : 2001 | ACCEPTANCE CRITERIA FOR MOMENT FRAMES BASED ON STRUCTURAL TESTING |
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