An experimental real-time hybrid method, which implements the wind response control of a building structure with only a two-way TLMD, is proposed and verified through a shaking table test. The building structure is divided into the upper experimental TLMD and the lower numerical structural part. The shaking table vibrates the TLMD with the response calculated from the numerical substructure，which is subjected to the excitations of the measured interface control force at its top story and an wind-load input at its base. The results show that the conventional method can be replaced by the proposed methodology with a simple installation and accuracy for evaluating the control performance of a TLMD

• 허재성(단국대학교 대학원 건축공학과 석사과정) | Heo, Jae-Sung
• 이성경(단국대학교 건축대학 건축공학과 연구전임강사, 공학박사) | Lee, Sung-Kyung
• 이상현(단국대학교 건축대학 건축공학과 조교수, 공학박사) | Lee, Sang-Hyun
• 박은천(단국대학교 대학원 건축공학과 박사과정) | Park, Eun Churn
• 민경원(단국대학교 건축대학 건축공학과 교수, 공학박사) | Min, Kyung-Won Corresponding author