ASCE 41 06 : 2007
Current
The latest, up-to-date edition.
SEISMIC REHABILITATION OF EXISTING BUILDINGS
Hardcopy , PDF
English
01-01-2007
Standards
Foreword
Acknowledgments
1.0 REHABILITATION REQUIREMENTS
2.0 SCOPE
3.0 ANALYSIS PROCEDURES
4.0 FOUNDATIONS AND GEOLOGIC SITE HAZARDS
5.0 STEEL
6.0 CONCRETE
7.0 MASONRY
8.0 WOOD AND LIGHT METAL FRAMING
9.0 SEISMIC ISOLATION AND ENERGY DISSIPATION
10.0 SIMPLIFIED REHABILITATION
11.0 ARCHITECTURAL, MECHANICAL, AND ELECTRICAL
COMPONENTS
Appendix
APPENDIX A - USE OF THIS STANDARD FOR LOCAL OR DIRECTED
RISK MITIGATION PROGRAMS
SYMBOLS
ACRONYMS
DEFINITIONS
REFERENCES
COMMENTARY REFERENCES
INDEX
Describes nationally applicable provisions for the seismic rehabilitation of buildings.
DevelopmentNote |
Also available as a set with ASCE 31 03. (05/2010) New 2014 Edition is also available; See: ASCE/SEI 41 13. (05/2014)
|
DocumentType |
Standard
|
ISBN |
978-0-7844-7175-3
|
Pages |
428
|
PublisherName |
American Society of Civil Engineers
|
Status |
Current
|
ACI 369R : 2011 | GUIDE FOR SEISMIC REHABILITATION OF EXISTING CONCRETE FRAME BUILDINGS AND COMMENTARY |
ASCE/SEI 41-17:2017 | SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS |
UFC 4-510-01 : Change 2 | UNIFIED FACILITIES CRITERIA - DESIGN: MILITARY MEDICAL FACILITIES |
UFC 3-310-04 : Change 1 | UNIFIED FACILITIES CRITERIA - SEISMIC DESIGN FOR BUILDINGS |
UFC 1-200-01 : 20071127 | UNIFIED FACILITIES CRITERIA (UFC) DOD BUILDING CODE(GENERAL BUILDING REQUIREMENTS) |
AISC 341 : 2016 | SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS |
ACI 352.1R : 2011 | GUIDE FOR DESIGN OF SLAB-COLUMN CONNECTIONS IN MONOLITHIC CONCRETE STRUCTURES |
ACI 440.7R : 2010 | GUIDE FOR THE DESIGN AND CONSTRUCTION OF EXTERNALLY BONDED FIBER-REINFORCED POLYMER SYSTEMS FOR STRENGTHENING UNREINFORCED MASONRY STRUCTURES |
ICC 2012 INT. EXIST. BUILDING CODE : 2012 | INTERNATIONAL EXISTING BUILDING CODE |
ACI MNL 3 : 0 | GUIDE TO THE CODE FOR ASSESSMENT, REPAIR, AND REHABILITATION OF EXISTING CONCRETE STRUCTURES |
CSA S850 : 2012 | DESIGN AND ASSESSMENT OF BUILDINGS SUBJECTED TO BLAST LOADS |
AISC 360 : 2016 | SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS |
UFC 4-023-03 : Change 3 | UNIFIED FACILITIES CRITERIA - DESIGN OF BUILDINGS TO RESIST PROGRESSIVE COLLAPSE |
ASCE/SEI 41 13 : 2014 | SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS |
ACI 530 : 1995 | BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND RELATED COMMENTARIES |
ASTM A 615/A615M : 2016-03 | SPECIFICATION FOR DEFORMED AND PLAIN CARBON-STEEL BARS FOR CONCRETE REINFORCEMENT |
ACI 318 : 2014 | BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY |
AISC 341 : 2016 | SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS |
ASCE 6 1995 : 1995 | SPECIFICATION FOR MASONRY STRUCTURES |
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) |
ACI 530.1 : 1995 | SPECIFICATIONS FOR MASONRY STRUCTURES |
ASCE 7 10 : 2010 | MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES |
ASTM A 421/A421M : 2015 : REDLINE | Standard Specification for Stress-Relieved Steel Wire for Prestressed Concrete |
ASTM E 488 : 1996 | Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements |
AWS D1.3 : 1998 ERRATA 1998 | STRUCTURAL WELDING CODE - SHEET STEEL |
AWS D1.1 : 2000 | STRUCTURAL WELDING CODE - STEEL |
ASCE 16 95 : 1996 | STANDARD FOR LOAD AND RESISTANCE FACTOR DESIGN (LRFD) FOR ENGINEERED WOOD CONSTRUCTION |
ASCE 31 03 : 2003 | SEISMIC EVALUATION OF EXISTING BUILDINGS |
ACI T1.1/T1.1R : 2001 | ACCEPTANCE CRITERIA FOR MOMENT FRAMES BASED ON STRUCTURAL TESTING |
Access your standards online with a subscription
Features
-
Simple online access to standards, technical information and regulations.
-
Critical updates of standards and customisable alerts and notifications.
-
Multi-user online standards collection: secure, flexible and cost effective.