抄録
For the demand to improve the safety and livability of the high-rise building, the wall-type viscoelastic damper has been come into practical use. For applying to high-rise RC structure, it is conceivable to use the connection system encased by RC bases. An experimental study is carried out to obtain the design data of this connection system for performance evaluation. Sundry strength is investigated and it is shown at the conclusion, the allowable strength should be less than the strength calculated from allowable stud strength, or the value obtained by dividing the safety factor of the ultimate strength after cracking.
