post-earthquake reconnaissance of sarpol-e zahab steel buildings after 6.4 magnitude aftershock

Results of a post-earthquake reconnaissance on steel buildings of sarpol-e zahab are presented in this paper. common damages and defects on such buildings after the main shock as well as the most important repairing methods are reported. the observed steel structures are divided into three categories of moment resisting frames, bracing frames (with concentric braced frame -cbf- or eccentric brace frame -ebf) and dual systems. stability of moment resisting frames depends mostly on the quality of their connection welding; they must be normally sufficient to transfer full capacity of the beam to the column. despite, this issue was not given sufficient attention in some buildings.