Proceeding of KASS Symposium (한국공간구조학회:학술대회논문집)
- 2006.05a
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- Pages.182-188
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- 2006
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- 2287-7401(eISSN)
A Proposal of Steel Structure Beam-to-Column Connection Appling High Strength Bolt Improved in Deformation Capacity
고력볼트의 변형능력을 향상시킨 강구조 보-기둥 접합부의 제안
Abstract
This study propose cutting body portion-high strength bolts to improve deformation capacity of High strength bolts, which are the mechanical fasteners used for End-plate connection. And, we report that loading test results of steel beam-to-column connection using high deformation capacity-high strength bolts in accordance with SAC2000 loading program. As a result, the initial stiffness and the maximum strength of the connection using high deformation capacity-high strength bolts, are approximately the same in comparison with those of the end-plate connection using the existing high strength bolts. But the deformation capacity of the connection is more than twice as much as those.
Keywords
- Cutting body portion-high strength bolts;
- High deformation-high strength bolt;
- Beam-to-column connection;
- End-plate type;
- Maximum strength;
- Deformation capacity