Results 21 to 30 of about 369,149 (300)
The Performance of Cold-Formed Steel Members with Stiffened Perforations [PDF]
CFS sections are usually supplied with openings to adapt construction services. Nevertheless, the area lowering in the web influences their strengths. If stiffeners are provided near the web openings, the reduction in flexural capacity could be recovered.
Nasam Khater +2 more
doaj +1 more source
Experimental investigation on cold-formed steel beams under pure bending [PDF]
This paper presents the flexural behaviour of cold-formed double lipped channels beams under pure bending action. Two channel sections are bolted back-to-back to form an I-shape structural beam member. A series of six experiment tests were carried out on
Lee, Yee Ling +2 more
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To investigate the axial compression performance of cold-formed thin-walled steel tube lightweight concrete columns, the compressive test was carried out on four groups of 12 specimens.
Yue Li +4 more
doaj +1 more source
Seismic performance assessment of buildings with cold-formed steel shear wall panels [PDF]
Presented in this paper is a method for seismic performance assessment of cold-formed steel buildings built with shear wall panels as the lateral load resisting system.
Liu, Y., Martínez, J. M., Xu, L.
core +1 more source
Structural behaviour of optimized cold‐formed steel beams [PDF]
AbstractCold‐formed steel (CFS) members have been used significantly in light‐gauge steel buildings due to their inherent advantages. Optimizing these CFS members in order to gain enhanced loadbearing capacities will result in economical and efficient building solutions.
Gatheeshgar, P. +5 more
openaire +5 more sources
Cold-formed Steel Framing of a Dairy Products Warehouse in Brest, Belarus [PDF]
The main advantages and disadvantages of cold-formed steel framed structures are discussed, and the basic principles for their analysis and design are considered.
Stsepaniuk Vasili +3 more
doaj +1 more source
Cold-formed steel joints with partial warping restraint
The article investigates the influence of joints on the warping torsion of cold-formed steel bars. The modern warping torsion theory suggests cold-formed steel bars to be simply supported or fixed at the ends.
Ilya Selyantsev, Alexandr Tusnin
doaj +1 more source
Plastic mechanisms for thin-walled cold-formed steel members in eccentric compression. [PDF]
The Eurocode 3 concerning thin-walled steel members divides members subjected to compression into four classes, considering their ductility. The representatives of the class C4 are short bars, for which the load-capacity corresponds to the maximum ...
Grudziecki, J. +2 more
core +2 more sources
Development of Cold Formed Steel-Timber Composites for Roof Structures: Connection Systems
Cold formed steel has relatively high width-to-thickness ratio elements, which causes it to buckle easily. Combining it with timber laminas would be an effective solution for reducing this buckling problem.
Ali Awaludin +2 more
doaj +1 more source
Post-buckling Analysis of Cold-form Steel Column
For the time being, the cold-formed sections are widely used due to their simple manufacturing and construction processes. To be feasible, the strength of cold-formed columns should be determined based on their post-buckling behavior.
Tuka Mohammed Qasim +1 more
doaj +1 more source

