抄録
In Shimonoseki, there is a building of former telephone office. It was constructed in 1914, and it was a RC rigid-frame structure, using brick wall. This is a renewal project of this building to a museum and seismic retrofit in the same time. Base on result of 2/3 scale experiment, limit criteria of combined steel shear wall and former brick wall is decided. In this report, structural design method of this building and using style of 2/3 scale test result is reported.
