After passing through the allowable stresses stage Cold
Formed Steel Frames fail under instability secure, these frames are
designed to resist loads in the elastic stage [7]. Many efforts are
being made to increase their performance by using speci
al bolted or
welded connections [13], such as rigid connections or plastic
connections, stiffened and built-up sections [1] could be used to
increase the sections resistance.
In rigid connections [11], stiffeners are added to insure the flexural
behavior of these connections [10] while the plastic deformation
occurs at the Horizontal Boundary Element (beam) and far from the
face of the column, such as stiffened bolted Apex connection.
In plastic connections, the cold formed steel frame will produce
high ductility performance through the nonlinear behavior by
reaching the maximum bearing capacity of the bolts. Depending on
this principle we should insure the elastic behavior of the boundary
elements, and avoid local buckling by using high strength cold
formed profiles and slipping bolted connections, the rotation of this
slotted connection in certain angle after reaching the bearing
capacity, will act as a plastic hinge that absorbs the extra stresses
which will affect the steel frame due to the lateral loads such as
Cyclic forces