• Proceedings of the KIEE Conference
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• 2015.07a
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• pp.1171-1172
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• 2015

송전선이나 전기기기의 나선(裸線)부분을 절연하고 동시에 기계적으로 유지 또는 지지하기 위한 절연체와 이것과 일체로 조립된 금구류로 구성된 절연지지물인 애자는 전기적으로 충분한 절연내력을 가지게 하기 위하여 다수의 주름을 만들어 표면에 따른 거리를 크게 한다. 이는 표면이 습하였을 때, 염분이나 먼지 등이 부착하였을 때 절연내력이 저하되는 것을 방지하는 데 효과가 있다. 그리고 재질별(세라믹, 유리, 합성수지 등), 모양별(원판형, 원주형, 중공, 갓형 등), 용도별(전차 선로용, 발전소 또는 변전소용, 통신 선로용 등) 및 사용방법(현수용, 내장용, 인류용, 고정용 등)에 따라 다양하게 분류된다. 본 논문에서는 복합 애자류(composite insulators)의 여러 가지 성능평가 시험방법 중에서 복합 애자의 여러 계면과 연결 금구의 접속부(interfaces and connections of end fittings)에 대한 이상 유무를 확인하는 시험인 수분침투시험평가기술에 대해 고찰하였다.

• Proceedings of the KIEE Conference
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• summer
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• pp.824-826
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• 2004

상용 CFD(Computational Fluid Dynamics) 프로그램인 PHOENICS를 이용하여 245kV $SF_6$ 가스 차단기의 진상소전류 차단성능을 평가하였다. 소전류 차단시에는 아크가 발생 즉시 소호되므로 $SF_6$ 가스를 전리가 일어나지 않은 냉가스로 취급할 수 있다. 그러므로 PHOENICS를 이용하여 극간의 $SF_6$ 가스밀도 및 전계의 변화를 계산하였으며 이것으로부터 극간 $SF_6$ 가스의 절연내력(Dielectric Strength)을 계산하였다. 계산된 $SF_6$ 가스의 절연내력과 아크 소호 후 극간에 인가되는 회복전압(Recovery Voltage)을 비교하여 차단기의 진상소전류 차단성능을 평가하였다. 245kV 차단기에는 전계를 완화하기 위한 목적으로 차단부에 쉴드가 설치되어 있으며 이 쉴드에 의한 소전류차단성능의 변화를 해석하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.7 no.4
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• pp.171-181
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• 2003

This study concerns the prediction of shear capacity, as governed by concrete breakout failure, concrete pryout failure and steel failure, of single anchors located close to free edge and located far from a free edge and installed in uncracked, unreinforced concrete. For this purpose, the methods to evaluate the shear capacity of the single anchors in concrete are summarized and the experimental data are compared with capacities by the two present methods: the method of ACI 349-90 and concrete capacity design (CCD) method.

• Cement Symposium
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• s.34
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• pp.229-236
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• 2007

• Journal of Korean Society of Steel Construction
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• v.14 no.6
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• pp.823-834
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• 2002

Maximum-strength concrete-filled steel square tubular columns were tested under concentric and biaxial eccentric load. Buckling length-section depth ratio $L_k/D$, magnitude of eccentricity e, and angle of eccentric load ${\theta}$ were selected as experimental parameters. Strength and behavior were also examined. Test results showed that the maximum strength of columns under biaxial eccentric load could be predicted using the previously proposed strength formula of columns undr uniaxia eccentric load. Likewise, the behavior and maximum strength of columns could be predicted using the analysis.

• Journal of the Earthquake Engineering Society of Korea
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• v.14 no.1
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• pp.63-70
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• 2010

The purpose of this study is to investigate experimentally the behavior of unreinforced masonry RC frames strengthened by CFRP sheet under cyclic lateral loading. Four test specimens were constructed as one-story, one-bay, 1/2 scale unreinforced masonry infilled RC frames and differences in strength and stiffness were evaluated in specimens on which had been applied different retrofitting methods. Test results indicated that the CFRP sheets significantly increased the strength and stiffness of the specimens, and the specimens retrofitted in columns and masonry indicated the most adequate retrofitting methods.

• Journal of Korean Society of Steel Construction
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• v.28 no.6
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• pp.403-414
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• 2016

Recently according to the decreasing of steel price and increasing of labor cost the various studies of steel structure and composite structure are proceeding. This study developed the new shape of high depth hybid forming composite beam and performed the bending test to evaluate the bending performance by creating 10 specimens. Bending test result showed that capacity of the beam was increased stably. The ratio of the nominal load to the maximum load($P_u/P_n$) is 1.19 and the deformation capacity(${\delta}_{0.8P_u}/{\delta}_y$) is 3.9~4.5. Also, it is possible to apply the existing evaluation equation(KBC 2009) of composite beam.

• Magazine of the Korea Concrete Institute
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• v.9 no.5
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• pp.165-175
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• 1997

실제구조물의 균열을 노치를 삽입하는 방법으로 시뮬레이션하고 콘크리트 강도와 철근비를 변수로하는 실험적 연구를 통하여 철근콘크리트 보의 강판접착에 의한 보강효과를 규명하였다. 보강철근비와 보강된 보의 최대내력과의 관계를 회귀식을 통하여 제안하고 강판보강도니 보의 최대내력과 연성측면에서 구조적 거동을 고찰하였으며 최대내력시까지 외부강판과 철근콘크리트 보의 합성작용이 유지되는 것을 확인하였다. 또한 노치에 의하여 시뮬레이션된 균열의 영향을 고려하여 강판보강된 철근콘크리트 보의 휨강성을 평가하도록 실험결과를 회귀분석하여 실험식을 제안하였다.

• Magazine of the Korea Concrete Institute
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• v.6 no.5
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• pp.193-202
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• 1994

In this study, an equation for modelling the shear strength of reinforced concrete member with web reinforcement is proposed. Although the general formulas for shear strength of reinforced concrete member with small a /d are obtained based on the experimental results, the proposed equation herein is derived from lower bound theorem of limit analysis. The proposed model takes into account arch mechanism and truss mechanism. And ir provides the values of divided shear strength ratio of each mechanism as well as visual understanding of the mechanism on how the given load is transfered to the support. Also, the model takes into account the effect of a /d. longitudinal reinforcement ratio, and web reiriforcement ratio quantitively. Based on the comparisons of the result of this model with previous, test results, it shows good agreements.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.73-74
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• 2009

Current buildings have complex shaped walls where the wing wall system is a popular option. When the wing wall is attached to a column, or a short span is produced due to the wing wall system, the system affects the behaviour of the column such as by increasing the strength and decreasing the ductility of the members. Calculations for internal shear force and internal bending moment of the vertical members are considered an important matter in design, but currently Korea does not have studies on the effects of the wing wall on the columns.