• Title/Summary/Keyword: Cutting body portion-high strength bolts

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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)

  • Kim, Seung-Goo;Lee, Seung-Jae;Oh, Sang-Hoon;Kang, Cang-Hoon
    • Proceeding of KASS Symposium
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    • 2006.05a
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    • pp.182-188
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    • 2006
  • 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.

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Deformation Capacity of Endplate-type Beam-to-Column Connection with New Type Mechanical Fasteners (신형상 메카니컬패스너를 사용한 엔드플레이트 형식 보-기둥 접합부의 변형성능)

  • Lee, Seung-Jae
    • Journal of Korean Association for Spatial Structures
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    • v.6 no.3 s.21
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    • pp.123-130
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    • 2006
  • This study propose cutting body portion-high strength mechanical fasteners to improve deformation capacity of High strength bolts, which are the mechanical fasteners used for End-plate connections. 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.

  • PDF