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ACI 550.3
Design Specification for Unbonded Post-Tensioned Precast Concrete Special Moment Frames Satisfying ACI 374.1 (ACI 550.3-13) and Commentary
Organization:
ACI - American Concrete Institute
Year: 2013
Abstract: This Standard defines requirements for a certain type of hybrid special moment frame composed of precast concrete beams jointed at their connections to columns that are continuous past those joints. Whereas these frames do not satisfy all of the prescriptive requirements of 21.5 through 21.7 of ACI 318-11, analyses, tests, and reporting requirements in accordance with ACI 374.1 have established dependable and predictable strength, energy dissipation, stiffness, and drift capacities for characteristic beam-column configurations of the frames described in this Standard. Such special moment frames are permitted for structures assigned to SDC D, E, or F in accordance with 21.8.4 of ACI 318-11.
The intended user of this Standard is a licensed design professional experienced in earthquake-resistant design and precast concrete design and construction.
The intended user of this Standard is a licensed design professional experienced in earthquake-resistant design and precast concrete design and construction.
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| contributor author | ACI - American Concrete Institute | |
| date accessioned | 2017-09-04T15:49:01Z | |
| date available | 2017-09-04T15:49:01Z | |
| date copyright | 2013.11.01 | |
| date issued | 2013 | |
| identifier other | QCSDHFAAAAAAAAAA.pdf | |
| identifier uri | http://yse.yabesh.ir/std/handle/yse/51925 | |
| description abstract | This Standard defines requirements for a certain type of hybrid special moment frame composed of precast concrete beams jointed at their connections to columns that are continuous past those joints. Whereas these frames do not satisfy all of the prescriptive requirements of 21.5 through 21.7 of ACI 318-11, analyses, tests, and reporting requirements in accordance with ACI 374.1 have established dependable and predictable strength, energy dissipation, stiffness, and drift capacities for characteristic beam-column configurations of the frames described in this Standard. Such special moment frames are permitted for structures assigned to SDC D, E, or F in accordance with 21.8.4 of ACI 318-11. The intended user of this Standard is a licensed design professional experienced in earthquake-resistant design and precast concrete design and construction. | |
| language | English | |
| title | ACI 550.3 | num |
| title | Design Specification for Unbonded Post-Tensioned Precast Concrete Special Moment Frames Satisfying ACI 374.1 (ACI 550.3-13) and Commentary | en |
| type | standard | |
| page | 32 | |
| status | Active | |
| tree | ACI - American Concrete Institute:;2013 | |
| contenttype | fulltext |