Design experience of a thin steel frame folded plate envelope for the new railway station of Vasco de Quiroga

Author(s):  
Carlos Llopis Camps ◽  
Santiago Ferri Mateu
2012 ◽  
Vol 193-194 ◽  
pp. 1465-1469
Author(s):  
Chen Gang She ◽  
Yan Liu ◽  
Yuan Fei Xu

Two different types, one is the OSB panel perpendicular to the cold-formed thin steel and another the OSB panel parallel to the cold-formed thin steel, of self-tapping screw joints of cold-formed steel frame shear walls are tested under the monotonic loading. The load-displacement curves of the test specimens are obtained and the ultimate loads Fu and the corresponding displacements δu of two different types are analyzed. Fianlly, the conclusion that the influence from the direction between OSB and cold-formed thin steel to the performance of tapping screw joints is not significant is pointed up.


AEI 2011 ◽  
2011 ◽  
Author(s):  
Brent Nuttall ◽  
Jill Nelson ◽  
Allen C. Estes

2010 ◽  
Vol 5 (1) ◽  
pp. 3-36 ◽  
Author(s):  
Miklos Iványi ◽  
Miklos Iványi ◽  
Peter Iványi

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