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From lessons learned after the 2011 Tohoku earthquake, it is clear that the quick procurement of an emergency public shelter and restoration of the city function are very important in the event of a disaster. This paper focuses on effects of the seismic repair to the residual out-of-plane deformations in local buckling region of steel column. The major findings obtained from the test are summarized as follows: (1) the RA repair method brought the strength recovery from the residual strength and the maximum strength is larger than the original one; (2) RF and RW repair method also brought the strength recovery from the residual strength, however, the maximum strength is roughly same as the plastic moment of the original column; (3) finally, a simple seismic repair procedure using the additional plate to the damaged column is proposed. 局部座屈により耐力劣化した角形鋼管柱の被災後補修法 鋼部材の被災後補修に関する研究 その 1 SEISMIC REPAIR TO THE DAMAGED RHS COLUMN WITH STRENGTH DETERIORATION DUE TO THE LOCAL BUCKLING Development of seismic repair for the damaged steel members Part 1