Cold-Formed Steel Stud-Plank System for Mid-Rise Construction

Rahman, Nabil A.

doi:10.1061/40889(201)52

Structures Congress 2006 2006

DOI: 10.1061/40889(201)52

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Cold-Formed Steel Stud-Plank System for Mid-Rise Construction

Nabil A. Rahman¹

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Alternate Path Progressive Collapse Analysis of Steel Stud Bearing Wall Structures

Rahman¹,

Elfouly²,

Booth³

2011

Structures Congress 2011

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The Alternate Path Method is used to examine the vulnerability of a 5-story barracks building to progressive collapse based on DoD criteria UFC-4-023-03. The building is composed of composite deck floor system and steel roof trusses, all supported by cold-formed steel stud load bearing walls. Two different wall section removal scenarios at the first story of the building were considered for the analysis. The analysis was performed using the "Extreme Loading® for Structures" software, a 3-dimensional nonlinear dynamic analysis software. The results show the ability of the composite deck floor slabs to bridge over the removed wall sections. The slabs were able to redistribute the gravity loads to adjacent wall components, while some of the loads were picked up in tension by the stud walls above the slabs. The study provides a good understanding of the composite deck floor-cold-formed steel stud bearing walls building system in resisting progressive collapse.

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Alternate Path Progressive Collapse Analysis of Steel Stud Bearing Wall Structures

Rahman¹,

Elfouly²,

Booth³

2011

Structures Congress 2011

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The Hysteretic Behavior of Single C-type Cold-formed Cantilevered Member

Wang¹,

Chu²,

Wang³

2014

Proceedings of the 2014 International Conference on Mechanics and Civil Engineering

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Abstract. The flange and web of cold-formed thin-walled steel have small thickness and big width-thickness ratios, its mechanical properties are very different from ordinary steel members. In this paper, we performed three groups of the finite element hysteretic performance analysis of cantilevered member based on the cold-formed thin-walled steel resistance test, the results show: component get bending torsion coupling damage under cyclic loads; Sectional dimensions of members under cyclic loading has a greater impact on the carrying capacity; The batch cold-formed thin-walled steel with good material ductility.

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Cold-Formed Steel Stud-Plank System for Mid-Rise Construction

Cited by 2 publications

References 0 publications

Alternate Path Progressive Collapse Analysis of Steel Stud Bearing Wall Structures

Alternate Path Progressive Collapse Analysis of Steel Stud Bearing Wall Structures

The Hysteretic Behavior of Single C-type Cold-formed Cantilevered Member

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