2012
DOI: 10.1002/tal.596
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Diagrid tube structures composed of straight diagonals with gradually varying angles

Abstract: This paper presents preliminary design guidelines specifically for diagrid tube structures composed of straight diagonals with gradually changing angles. A graphic approach to configurating a diagrid of this type is introduced, with two basic geometric variables involved, i.e. the bottom and top diagonal angles. In terms of both stiffness and strength design criteria, a methodology for calculating diagonal member sizes is developed and applied to a set of diagrid tube structures with height‐to‐width aspect rat… Show more

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Cited by 51 publications
(48 citation statements)
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“…In all diagrid models, the interior frames are designed only for carrying gravity loads and thus are pin connected, so the lateral forces are carried by the perimeter diagonals . Connections are assumed having adequate stiffness, strength, and detailing to prevent failure before brace rupture .…”
Section: Development Of Structural System Archetypesmentioning
confidence: 99%
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“…In all diagrid models, the interior frames are designed only for carrying gravity loads and thus are pin connected, so the lateral forces are carried by the perimeter diagonals . Connections are assumed having adequate stiffness, strength, and detailing to prevent failure before brace rupture .…”
Section: Development Of Structural System Archetypesmentioning
confidence: 99%
“…Researches were also carried out on diagrids containing diagonals whose angles vary in the height of a building, which were initially introduced by Moon . Zhang et al studied diagrid structures composed of straight diagonals with gradually changing angles. They suggested an empirical formula to find the optimal top and bottom angles as a function of aspect ratio (H/B) for minimum material usage under wind load.…”
Section: Introductionmentioning
confidence: 99%
“…Zhang et al study diagonal arrangements in 30‐, 37‐, 45‐, 60‐, and 75‐story diagrids with aspect ratio in the 3.6–9 range and propose a varying diagonal angle that decreases from the bottom to the top of the structure. The suggested top and bottom diagonal angles are in the range of 35° to 80°.…”
Section: Diagrid Configuration and Designmentioning
confidence: 99%
“…Diagrids are known to have considerable lateral stiffness but smaller ductility compared to conventional tubular structures . Ductility is especially important for structures in seismic regions.…”
Section: Vibration Control Of Diagridsmentioning
confidence: 99%
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