A. cyclic performance of cold-formed steel moment resisting frames
This paper investigates the seismic performance of a single storey moment resisting cold-formed steel (CFS) portal frame through cyclic testing. Six monotonic and six cyclic tests were performed on three different section sizes of CFS portal frames. The portal frames were 3.2m long x 2.2m high and the CFS sections bolted with either perfect-fit tolerance […]
A. cyclic performance of cold-formed steel moment resisting frames Read More »