ACI T1.1/T1.1R : 2001
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
ACCEPTANCE CRITERIA FOR MOMENT FRAMES BASED ON STRUCTURAL TESTING
23-07-2013
12-01-2013
Specifies the minimum experimental evidence that can be deemed adequate to attempt to validate the use, in regions of high seismic risk or in structures assigned to satisfy high seismic performance or design categories, of weak beam/strong column moment frames not satisfying fully the prescriptive requirements of Chapter 21 of ACI 318-99.
DocumentType |
Standard
|
PublisherName |
American Concrete Institute
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Status |
Withdrawn
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ACI T1.2M/T1.2RM : 2003 | SPECIAL HYBRID MOMENT FRAMES COMPOSED OF DISCRETELY JOINTED PRECAST AND POST-TENSIONED CONCRETE MEMBERS AND COMMENTARY |
ASCE 41 06 : 2007 | SEISMIC REHABILITATION OF EXISTING BUILDINGS |
ACI 550.1R : 2009(R2017) | GUIDE FOR EMULATING CAST-IN-PLACE DETAILING FOR SEISMIC DESIGN OF PRECAST CONCRETE STRUCTURES |
ASCE/SEI 41 13 : 2014 | SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS |
ACI 350M : 2006 | METRIC CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY |
ACI 350 : 2006 | CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY |
ACI ITG-5.1M : 2007 | ACCEPTANCE CRITERIA FOR SPECIAL UNBONDED POST-TENSIONED PRECAST STRUCTURAL WALLS BASED ON VALIDATION TESTING AND COMMENTARY |
ACI 550.1R:2009 | GUIDE FOR EMULATING CAST-IN-PLACE DETAILING FOR SEISMIC DESIGN OF PRECAST CONCRETE STRUCTURES |
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