• Journal of the Korea Concrete Institute
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• v.14 no.5
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• pp.698-707
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• 2002

A review is presented of experimental studies on the strength performance of concrete exposed at short-term and rapid heating as in a fire and after cooling. Emphasis is placed on concretes with high original compressive strengths, that is, high-strength concrete(HSC). The compressive strength-temperature relationships from the reviewed test programs are distinguished by the test methods used in obtaining the data(unstressed, unstressed residual strength, and stressed tests) and by the aggregate types(normal or lightweight), The compressive strength properties of HSC vary differently with temperature than those of NSC. HSC have higher rates of strength loss than lower strength concrete in the temperature range of between 20$^{\circ}C$ to about 400$^{\circ}C$. These difference become less significant at temperatures above 400$^{\circ}C$ compressive strengths of HSC at 800$^{\circ}C$ decrease to about 30 ％ of the original room temperature strength. A comparison of lest results with current code provisions on the effects of elevated temperatures on concrete compressive strength and elastic modulus shows that the CEN Eurocodes and the CEB provisions are unconservative.

• Journal of the Institute of Electronics Engineers of Korea SD
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• v.39 no.9
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• pp.45-54
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• 2002

This paper proposes serial test data compression, a novel DFT scheme for embedded cores in SOC. To reduce test data amounts, share bit compression and fault undetectable fault pattern compression techniques was used. A Circuits using serial test data compression method are derived from a scan DFT method including a test-per-clock technique. For an experiment of the proposed compression method, full scan versions of ISCASS85 and ISCASS89 were used. ATALANTA has been used for ATPG and fault simulation. The amount of test data has been reduced by maximum 98% comparing with original data.

• Journal of Korean Society of Steel Construction
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• v.29 no.3
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• pp.249-260
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• 2017

In order to investigate the structural performance of a novel prefabricated-SRC column using bolt-connected steel angles(PSRC column), eccentric axial loading tests were performed for six PSRC column specimens and two conventional SRC column specimens. The test parameters were the spacing and sectional configurations of lateral reinforcement, and eccentricity ratio of axial load. The test results showed that, due to high axial-stiffness of the angles located at the corners of the cross section, the compressive load-carrying capacity and deformation capacity of the PSRC specimens were greater than those of the SRC specimens in the large eccentricity ratio of axial load. Closely spaced lateral steel plates and Z-shaped lateral steel plates improved lateral confinement, which increased the load-carrying capacity of the PSRC specimens. The combined flexural and axial load-carrying capacity of the specimens by tests and nonlinear numerical analysis were greater than the predictions by current design codes. The numerical analysis agreed well with the test results including the initial stiffness, peak strength, and post-peak strength degradation.

• Journal of Korea Foundry Society
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• v.27 no.6
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• pp.258-262
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• 2007

단섬유강화 고분자 복합재료의 고온압축 프레스 성형 시 유리섬유의 유동을 지배하는 인자인 유리섬유와 모재의 유동성에 관하여 연구하기 위하여 ?h트 스트랜드의 교차각도를 $30^{\circ},\;45^{\circ},\;60^{\circ}$로 배향하여 모재와 적층시킨 다음 열압축프레스를 사용하여 1차로 시트를 제작하고, 이 제작된 시트를 가열로로 가열하여 열압축프레스로 2차 고온압축 프레스 성형한다. 여기서, 압축속도와 압축비를 변화시켰을 때 발생되는 유리섬유의 배향에 관한 실험결과를 고찰한다.

• Proceedings of the KIEE Conference
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• 2003.07b
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• pp.807-809
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• 2003

본 논문에서는 회전형 압축기용 단상유도 전동기의 부하 matching 설계에 관하여 다루었다. 압축기 내부에서의 전동기 운전 온도를 알기 위해 압축기 실험을 행하였고 부하 토크를 추정하기 위해 전동기의 상온 및 실기조건 실험을 행하였다. 추정된 부하 토크를 적용하여 재설계 및 기존 전동기와 비교 검토하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.4A
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• pp.207-215
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• 2012

Structural behavior of built-up compression members with unsymmetric connectors under buckling status has been studied through these experiments. When the distance between adjacent H-300 beams of built-up compression member is 2 m in length, and the H-300 beams are lengthened up to 30 m in length with three-10 m-H-beams by bolts and double arrayed, three specimen having each connector interval 4 m, 5 m, 6 m are experimented for evaluating buckling loads. The buckling loads from the experiments are compared with buckling loads of structural analysis using FEM and buckling loads of Timoshenko Eq. loads in order to figure out how the connectors' interval affects on longitudinal and lateral displacements, also strain of the built-up compression members as well. The result shows that the buckling loads tend to sharply decrease non-linearly according to connectors' interval increases. As well as that, the differences between experimental buckling loads and theoretical buckling loads and between experimental buckling loads and structural analyses buckling loads also have a tendency to be increased as the connector interval increases.

• Journal of the Korean Society for Advanced Composite Structures
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• v.2 no.4
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• pp.19-27
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• 2011

In this paper, we present a part of results to develop new type hybrid FRP-concrete composite pile (i.e., concrete filled fiber reinforced plastic circular tubes, hybrid CFFT, HCFFT). The purpose of this paper is to evaluate compressive loading capacity through compressive strength test. Before compressive strength test of HCFFT, we investigated mechanical properties of pultruded fiber reinforced plastic (PFRP) and filament winding fiber reinforced plastic (FFRP). For estimating the compressive strength of HCFFT, uni-axial compression strength tests of HCFFT compression members were conducted. The test variables are compressive strengths of concrete and thickness of FFRP. In addition, uni-axial compression strength tests of concrete filled fiber reinforced plastic circular tube (CFFT) except PFRP members were conducted. The test variable in the test is thickness of FFRP. From the test result, the compressive strength of the HCFFT in larger than compressive strength of CFFT as much as 47%. It can be observed that the uni-axial compressive strength of the HCFFT increased if the concrete strength and the thickness of exterior filament winding FRP tube increased. In addition, the finite element analysis result is compared with the experimental result. The difference between the experimental and FEM results is in the range of 0.14% to 17.95%.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.13 no.5
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• pp.1976-1982
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• 2012

Compressor is one of the most widely employed component in fluid machinery system. It takes tremendous efforts to improve compressor efficiency which affects the coefficient of performance of air-conditioning and refrigeration systems directly. Among various types of compressor, scroll-type compressor is commonly prevalent one with its high compression capability despite relatively small size and weight. Numerous experimental studies have been done to develop for the scroll-type compressor; however, computational models to evaluate the compressor performance or efficiency are not much available in the course of compressor designing process. In this study, a computational model was developed on the basis of geometrical theory using 1-D commercial software AMESim. A simulation study was carried out using the model, and the simulation result was validated with analytical data. This research is expected to provide a viable tool for developing and optimizing a scroll-type compressor.

• Proceedings of the IEEK Conference
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• 2000.09a
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• pp.693-696
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• 2000

RGB 컬러 좌표계상에서는 각 컬러 성분간의 상관도가 매우 높고, 색을 표현할 때 R, G, B 각 성분에 똑같은 대역폭을 주기 때문에 영상의 압축 관점에서 효율적이지 못하다. 대표적인 영상압축 알고리즘인 MPEG-1,MPEG-2, MPEG-4, H.263, JPEG, JPEG-2000등에서는 압축 효율을 높이기 위해서 YCbCr 컬러 좌표계를 사용하고 있다. 본 논문에서는 좀 더 효율적인 영상 압축을 위해서 새로운 컬러 좌표계를 제안하고자 한다. 제안하는 컬러 좌표계는 DCT 커널에 기반을 두고 있다. DCT 컬러 좌표계는 각각의 커널끼리 직교하며, 빠른 연산이 가능하고, 구조가 간단하다. 실험결과, DCT 컬러 좌표계의 신호들의 분산이 YCbCr 컬러 좌표계의 신호들의 분산보다 작은 경향을 보이며, 동일한 비트율에서 작은 MSE (Mean Square Error)를 가지는 것을 실험적으로 알 수 있다.

• 전기의세계
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• v.42 no.3
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• pp.37-44
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• 1993

지금까지 디지탈 의료 영상압축의 기술동향의 유손실 방식과 무손실 방식으로 나누어 설명하였고, 앞으로의 의료영상 압축에 대한 기술개발 방향을 제시하였다. 유손실 압축방식으로 벡터양자화와 연속조 영상의 국제 표준압축방식인 JPEG을 사용한 의료영상 압축방식을 설명하였고 무손실 방식으로 가변 Run Length방식, DPCM방식, 계층적 방식 및 산술부호화를 간략하게 기술하였다. 또한 각 방식마다 일반적인 연속조 영상과는 달리 디지탈 의료영상을 압축할때 고려해야 될 의료영상의 특성을 살쳐보았고 압축 실험결과를 근거로 성능도 분석하였다. 의료영상을 유손실 방식으로 압축한 경우 회소당 1비트이하의 고압축을 얻을 수 있었지만 진단을 위한 사용 가능성을 아직 명확하지 않다. 반면 무손실 방식으로 압축한 경우 회소당 2-3.51트의 다소낮은 압축률을 보였지만 진단에 적합한 무손실이란 장점을 최대한 살릴 수 있어 현재 무손실 방식의 압축률을 향상시키려는 연구가 진행되고 있는 추세이다.