• 한국공간구조학회논문집
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• 제16권4호
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• pp.75-82
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• 2016

Building hardware joints are welded in most cases, which have risks of fire and explosion. Besides, the secondary damage of the destruction of the welded parts can be caused by the horizontal displacement of the structure due to earthquake or wind load. This paper compared the horizontal displacement following abilities of welded building hardware and non-welded building hardware. To do this, We conducted actual formation shake table test, and checked on the horizontal displacement following ability of structure by comparing their responses to earthquake load. We made the 2m-high framework to examine the responses of the actually constructed building hardwares, and analyzed the displacement responses of the welded-typed, non-welded-typed, and cruciform bracket building hardwares. We conducted the test by increasing acceleration rate until displacement reached 40mm corresponding to allowable relative story displacement II. The result of the test showed that the building hardware using welding work made cracking and breakage on welded connections of welded building hardware, but non-welded building hardware with no use of welding work and cruciform bracket building hardware make no problem, and that non-welded building hardware is superior to that of the welded building hardware in the horizontal displacement following ability due to earthquake or wind load.

• 비파괴검사학회지
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• 제30권5호
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• pp.479-483
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• 2010

초저온 액화가스인 LNG의 저장탱크에 사용되는 9% 니켈강은 Inconel 혹은 Hastelloy 계열 용접봉을 사용하여 용접되며, 용접부는 저합금강과 오스테나이트 스테인리스강의 이종금속 용접부와 유사한 특성을 가지고 있다. 용접부에 대한 방사선투과시험 시 용접조건에 따라 밴드형태의 지시가 방사선투과 필름 상에 나타나곤 한다. 따라서 본 연구에서는 이에 대한 해석을 위하여 재료, 방사선투과시험, 초음파탐상시험, 액체침투탐상시험 및 조직시험을 통하여 의사지시 여부를 확인하였으며, 방사선투과시험 해석 및 밴드형태 지시의 발생 원인을 제시하였다.