• Journal of the Korea Concrete Institute
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• v.28 no.1
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• pp.13-21
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• 2016

A hybrid precast concrete beam system with a simple rigid connection was proposed to compensate the limitations and shortcomings of the conventional bolt connection associated with the H-beams embedded into concrete beams. Three beam specimens with fixed both ends were tested under one-point top cyclic loading to explore the effectiveness of the developed hybrid beam system in transferring externally applied flexure to a column. The main parameter considered was the length ($L_s$) of H-beam, which was selected to be $0.25L_I$, $0.5L_I$, and $1.0L_I$, where $L_I$ is the distance from the support to the point of inflection. All beam specimens showed a better displacement ductility ratio than the reinforced concrete beams with the same longitudinal reinforcement index, indicating that the cyclic load-deflection curve and ductility were insignificantly affected by $L_s$. The continuous strain distribution along the beam length and the prediction of the ultimate load based on the collapse mechanism ascertained the structural adequacy of the developed rigid connection.

• Annual Conference of KIPS
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• 2011.04a
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• pp.1401-1404
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• 2011

다양한 사용자의 요구를 충족 시키기 위해서 스마트폰 제조사들은 상이한 해상도의 스마트폰을 출시하고 있지만, 이것은 스마트폰 앱의 호환성 문제를 일으킬 수 있다. 호환성 문제는 서로 다른 해상도를 가진 스마트폰에서 동일한 앱을 실행했을 경우에 그 결과가 다른 현상을 말한다. 스마트폰의 해상도 차이에 따른 앱호환성 문제는 앞으로 더욱 심각해질 것으로 예상된다. 이러한 앱의 호환성을 판별하기 위하여 GUI 기반의 테스트 기법이 고려될 수 있다. 특히 해상도가 다른 두 스마트폰에서 동일한 앱의 실행 결과 화면의 화면 동등성 평가는 매우 어렵다. 본 논문에서는 이 문제를 극복하기 위하여 해상도가 다른 스마트폰의 앱 호환성을 평가하기 위한 화면 동등성을 판별하는 프레임워크를 제안한다. 상이한 해상도의 상용 스마트폰을 대상으로 앱의 실행화면 동등성 평가를 위해 단순 비교 기법과 VDP 기법의 성능 비교를 위한 실험 결과를 소개한다. 실험에서는 상이한 해상도의 스마트폰에서 동일한 앱의 실행 화면을 바탕으로 단순 비교 기법과 VDP 기법의 동등성 판별 성능을 비교한다. 실험 결과 사람의 시각 체계와 유사한 인지 능력을 보이는 VDP 가 화면의 동등성을 비교적 정확하게 판별하였다.

• Journal of the Korea Institute of Information Security & Cryptology
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• v.18 no.2
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• pp.97-105
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• 2008

The various mutations of the malicious codes are fast generated on the network. Also the behaviors of them become intelligent and the damage becomes larger step by step. In this paper, we suggest the method to select the useful measures for the detection of the codes. The method has the advantage of shortening the detection time by using header data without payloads and uses connection data that are composed of TCP/IP packets, and much information of each connection makes use of the measures. A naive estimator is applied to the probability distribution that are calculated by the histogram estimator to select the specific measures among 80 measures for the useful detection. The useful measures are then selected by using relative entropy. This method solves the problem that is to misclassify the measure values. We present the usefulness of the proposed method through the result of the detection experiment using the detection patterns based on the selected measures.

• Journal of Korean Society of Steel Construction
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• v.17 no.4 s.77
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• pp.459-467
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• 2005

This study focuses on the development of a new method of H-shaped beam-to-square column connection with an outer diaphragm and a field welding. The specific type of beam-to-column connection with an external stiffener, using field welding, is proposed. The structural behavior of this connection was examined experimentally. Two loading type tests were conducted under the experimental parameters given as details. First described was the symmetrical loading test, which supported both ends or a beam simply and applied a load from the column to the pend (What does this mean?) to investigate a fundamental characteristic of this connection. Further described was the anti-symmetrical loading test, which carried out simple support of the column'stop end and the column base, and applied a load from both ends of a beam to investigate the structural performance of this connection. From the results, it is clear that the external- stiffener-type connection proposed in this paper is the reliable connection method.

• Proceedings of the KOSOMBE Conference
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• v.1992 no.11
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• pp.141-145
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• 1992

심부전 환자의 심근회복을 도울 수 있는 장비인 전기유압방식 좌심실보조기를 개발하였다. 좌심실보조기는 혈액펌프, 압력펌프, 제어기로 구성되어 있으며, 혈액펌프에 내장된 혈액주머니는 동물실험을 위하여 50 ml의 크기로 제작하였다. 좌심실보조기의 성능평가를 위하여 최대 박출량을 측정하고 있으나 실험실에서 측정된 간은 동물 실험에서 관찰되는 것보다 일반적으로 증가된 박출량을 보이게 된다. 이는 생체에서는 좌심방의 체적이 박동 주기에 따라 변하여 좌심실보조기가 받아들일 수 있는 유효 혈액량이 변하는 반면, 모의순환장치에서는 좌심방을 단순 저장고로 사용하기 때문에 좌심방의 박동주기에 따른 체적변화를 감안하지 못하여 생기는 것이다. 본 실험에서는 모의순환 장치에 체적변화 가능한 100ml 크기의 좌심방을 연결하여 좌심방으로 들어오는 혈류량이 제한된 동물실험 상황을 모방하였다. 좌심실보조기의 제어방식중 수측기 이완기 비율(SD 비율)변화에 따른 좌심방 음압발생효과를 관찰한 결과 SD 비율을 40 %로 유지하면 행정거리가 클때도 좌심실의 음압발생을 줄일 수 있는 것을 관찰하였다.

• Journal of Korean Society of Steel Construction
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• v.17 no.1 s.74
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• pp.45-52
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• 2005

The object of this study was a cold-formed steel wall stud panel sheathed by gypsum boards. In the beam-analysis, the panel was treated as a simple beam with a uniform lateral loading. The deflections were calculated by considering the primary factors that reduced the stiffness of the panel. In the column-analysis, the panel was treated as a bearing wall with an axial load. By using an energy method, nominal axial strength could be evaluated by considering both flexural buckling and torsional-flexural buckling. All calculations were programmed and compared with the results of the experiment. In the beam-analysis, experimental deflections were close to theoretical deflections. In the column-analysis, the experimental values were also close to theoretical values in axial strength.

• Journal of the Society of Naval Architects of Korea
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• v.32 no.2
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• pp.43-55
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• 1995

The turbulent flow around the strut mounted on the plate is studied numerically. The main objective of this paper is to validate the numerical scheme by the comparison of the computed results with the measured one, especially, to investigate the applicability of the Baldwin-Lomax(B-L) model to the juncture flow. Computations are made by solving Reynolds-averaged wavier-Stokes equation with MAC method. The computed results are compared with experimental data of Dickinson, collected in the wind tunnel at DTRC. Comparisons show good agreements generally except at the region of wake and very near the juncture. Reynolds stress model seems to be required to improve the accuracy applicable to the juncture flow in spite of the many simplification of the turbulence modelling in B-L model.

• Journal of the Korean Society for Nondestructive Testing
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• v.24 no.1
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• pp.38-44
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• 2004

An experimental study for a crane hook was performed to investigate the stress distribution along a certain line where the maximum and minimum stresses to be developed. On this line, the isoclinic fringe and/or principal stress direction is constant. The crane hook was modeled into a 2-dimensional plate made of urethane rubber called 'Photoflex' The Photoflex is very sensitive to a load and has low photoelastic fringe constant. The Tardy compensation method with the fringe sharpening process and the 4-step phase shifting method, was used for the photoelastic technique. Experimental results by photoelasticity were compared with the calculated stresses from the simple curved beam theory and tile finite element analysis. Ail the results were close to each other.

• Journal of the Korea institute for structural maintenance and inspection
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• v.16 no.5
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• pp.40-48
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• 2012

This study evaluates the shear performance of reinforced concrete beams with electric arc furnace oxidizing slag aggregates generated from iron manufacture. A total of six simple supported specimens were cast and tested in shear. The main test variables were the type of aggregates and the amount of shear reinforcements. The specimens under four point loading had a shear span-to-depth ratio of 2.5 and a rectangular section with a width of 200mm and an effective depth of 300mm. Existing equations to predict the shear strength of the specimens were used in this study. Furthermore, a finite element analysis using shear analytical model was performed to trace the shear behavior of the specimens with electric arc furnace oxidizing aggregates. From the test results, the shear performance of specimens with electric arc furnace oxidizing aggregates is similar to that of specimens with natural aggregates.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.1A
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• pp.55-64
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• 2012

Experimental investigation on the structural behavior of steel fiber-reinforced ultra high performance concrete (UHPC) beams subjected to shear are presented. Six tests carried out on simply supported I-beams under concentrated loads are presented. The parameters varied were the volume fraction of the fibers (1.0, 1.5 and 2.0%) and shear span-effective depth ratio (2.5, 3.4). The test results indicated that ultimate shear strength increased with increasing fiber volume, and that ultimate shear strength decreased with increasing shear span-effective depth ratio. In addition, applicability of predictive equations for evaluating the ultimate shear strength of steel fiber-reinforced UHPC beams are estimated based on the test results. The comparison between computed values and the experimentally observed values are shown to validate the proposed theoretical equations. It is found that predictions by using AFGC and JSCE recommendations provide the most accurate estimates of shear strength of steel fiber-reinforced UHPC beams.