The objective of this study is to evaluate the seismic performance of the column-to-kashiranuki connection used for temples and shrines considering a vertical axial force. Static loading tests were conducted on timber frame specimens with a kashiranuki and columns. From the test results, the load-deformation angle relationships and damage situations were clarified. The evaluation formula for the column-to-kashiranuki connection was proposed and compared with the test results to evaluate its accuracy.
