• Journal of Korean Society of Steel Construction
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• v.17 no.1 s.74
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• pp.93-102
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• 2005

Manufacturing conventional column base plate requires much manpower and time. In this research, a new method for constructing column base plate is introduced to improve on conventional methods through the use ofcast steel that is available for adjusting base plate thickness and enlarging base plate stiffness. The main purposes include reducing welding work, enlarging base plate stiffness, and clarifying the stress flow. Also, construction convenience and improvement in quality can be expected. For developing this cast steel base plate, test specimens of conventional and cast steel base plates are made and tested to analyze strength and stiffness. Also, the efficiency for long-term use is checked by fatigue tests. From these comparative tests, cast steel base plates have the same strength and stiffness as conventional base plates.

• Journal of Korean Society of Steel Construction
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• v.16 no.4 s.71
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• pp.471-478
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• 2004

The object of this study is to experimentally investigate the structural behavior of circular tube column bases under axial loads and to ascertain the test results using elastic numerical analysis. A literature survey was conducted on the AISC design code and a few design formulae. Tests were axially conducted under compressive loads. The thickness of the base plate was the main parameter of the specimens. Nine base plate specimens were used, with thicknesses ranging from 9 millimeters to 35 millimeters. The relationship of the load and the vertical displacement of base plates and the relationship of the load and the strain of the base plates were tested. Ansys version 6.1 was used for the elastic numerical analysis, to ascertain the test results. he test results and the elastic numerical analysis results will be used to suggest design formulae for inelastic numerical analyses that will be conducted later on.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2011.07a
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• pp.532-534
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• 2011

최근 입체 콘텐츠 및 디스플레이의 지속적인 발전과 관심도가 증가하고 있고, 입체 변환에 대한 연구가 활발히 진행되어지고 있다. 본 논문에서는 단일 카메라로부터 획득한 다수의 영상을 이용하여 최적의 입체영상을 선택하는 방법에 대하여 제안한다. 이러한 방식은, 스테레오 카메라를 이용하여 입체를 제작하는 방식과 단일 영상의 깊이 정보를 이용하여 입체로 변환하는 방식의 단점을 없애고 장점을 가져올 수 있다. N 장의 영상을 획득한 후, 에지의 방향성을 계산하여 주각을 구한다. 또한 임의의 두 장을 선택한 후 두 영상에 대한 프로젝션 데이터를 구하여 상관관계를 계산한 후, 이를 이용하여 이동벡터를 구한다. 이 두 가지 변수를 이용하여 최적의 입체영상을 선택하고, 입체로 시청 가능하도록 보정한 후 입체영상으로 제작한다. 실험에서는 분석을 수행하여 성능을 평가한다.

• Journal of the Earthquake Engineering Society of Korea
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• v.2 no.2
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• pp.1-12
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• 1998

The seismic behaviour of rotating machine-foundation systems subjected to six-component nonstationary earthquake ground accelerations is analyzed. The rotating machine-foundation system is idealized by using discs, rotating shaft, fluid-film journal bearings, pedestals, and space frame foundation. Thus, governing equations of motion for the rotating machine-foundation system are obtained by considering Gyroscopic effect, Coriolis effect, dynamic characteristics of fluid-film journal bearings, and translational and rotational motions of seismic rigid base. The influences due to Gyroscopic effects, Coriolis effects, and rotational motions of seismic base on the overall structural response are demonstrated by a numerical example. The results show that the inclusion of base rotations and Gyroscopic effects contributes significantly to the system response.

• Journal of Korean Society of Steel Construction
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• v.22 no.3
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• pp.253-260
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• 2010

The purpose of this paper is to investigate the behavior of concrete-filled tube columns for footing connections. Eight specimens were tested to investigate such structural behavior according to the column base type. The specimens consisted of concrete-filled steel tube columns (or bare steel tube columns), reinforced concrete footings, and base plates (or stud connectors). The specimens were subjected to lateral cyclic load. The cyclic load was applied according to a predetermined strength sequence. The results of the experiment indicated that the flexural strength of the stud-connector- type column base is higher than that of the base-plate-type column base. The structural behavior of the concrete-filled tube column base was similar to that of the bare steel column base.