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- W2091148062 abstract "현재 가장 많이 사용되는 기존 약축접합부는 브라켓 타입으로 기둥과 보를 접합하는 과정에서 수평 스티프너가 필요하며, 기둥과 브라켓의 용접접합으로 인해 용접량이 비교적 많아 접합부에서 취성파괴가 우려된다. 본 논문은 용접플레이트를 사용함으로써 기존 약축접합부가 가지는 문제점에 대한 해결책을 제시할 수 있는 신형상 약축접합부를 제작해 기존 약축접합부 및 표준 약축접합부와 비교하여 구조성능을 평가하였다. 신형상 약축접합부는 H형강 기둥웨브에서 보 단부사이의 거리를 50mm, 100mm, 150mm, 200mm로 하였다. 실험결과 신형상 약축접합부는 H형강 기둥웨브와 보 단부사이의 거리가 150mm일 때 기준 실험값과 가장 비슷한 것으로 나타났으며, 기존 약축접합부와 표준 약축접합부와 비교해 우수한 구조성능을 가지는 것으로 나타났다. This paper reports a new beam-to-column connection that is suitable for use in the weak axis of a column. The proposed system mainly uses bolts, and it minimizes the use of welding, which is generally difficult to perform onsite. In this system, a H-shape steel beam is joined to a H-shape steel column by bolted splices at the top flange and without a scallop at the web. The structural performance of the proposed connection was verified through full-scale tests of nine specimens, taking into account the effects of the geometry and arrangement of the plate." @default.
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- W2091148062 date "2013-06-27" @default.
- W2091148062 modified "2023-09-26" @default.
- W2091148062 title "Performance Evaluation of Full-scale H-shape Beam-to-Column New-Shape Weak Axis Connection" @default.
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- W2091148062 doi "https://doi.org/10.7781/kjoss.2013.25.3.233" @default.
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