직사각형 댐퍼를 가진 세장가새골조의 내진성능
Seismic Performance of Slender Braced Frame with a Rectangular Damper
직사각형 댐퍼 세장가새골조 내진성능;
- 원문 URL
In this study, joining method and shape of slender brace dampers having excellent energy dissipation capacity are developed. The shape of developed dampers is rectangle. The joining method is that brace and damper are combined by nuts. This damper system is applicable to single- or two-story steel structures. When seismic force inflicts on this system, impact energy is dissipated by mainly rectangle damper having the appointed seismic performance. The structure leads to a ductile failure of slender braced frame compared to brittle one of common frames. The seismic performance was analyzed by using load-displacement curves.