A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2018; you can also visit the original URL.
The file type is
Journal of Structural and Construction Engineering (Transactions of AIJ)
It was anempt ∈d to pr 。sent a method to quantitatively evaluate darnages to RfC shear columns subjected to earthq ロake IQads in the post − peak region inciuding conapse . The method that uses the post − peak load − deflectioll relations fbrmulated based on test results and assumes the concept of the fail 肛 e surface contraction following shear failure , enables us to compute how rnuch residual lateral −and vertical −load c 蜘 g capacities of colurnns are when they undergo a given level ofdoi:10.3130/aijs.72.191 fatcat:5sa4fbz6gbddjilwauxwb2r77y