ACI 550.3

Design Specification for Unbonded Post-Tensioned Precast Concrete Special Moment Frames Satisfying ACI 374.1 (ACI 550.3-13) and Commentary

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