• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.95-102
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• 1999

It is important to estimate the magnitude of settlement and the time of primary consolidation in geotechnical engineering projects. For these purposes, site explorations and laboratory tests are usually performed. However, the mechanical properties determined from laboratory tests on the samples obtained by different sampling techniques show different trends. In this study, three types of consolidation test were carried out on the soil samples obtained by three different sampling techniques (76mm tube, 76mm piston, and block samples), to verify the effect of sample disturbance on consolidation properties. It was found that sampling methods have influence on the $\varepsilon$ - log $\sigma$'$_{v}$ relationship. While insignificant difference of compression indices from the samples obtained by different sampling techniques was observed in compression region, these values showed a different trend in precompression region. The values of $c_{v}$ and k of block samples had a tendency to be larger than those of piston and tube samples. At consolidation pressure larger than $\sigma$'$_{p}$, however, these properties became similar regardless of sampling methods. The block and piston samples gave slightly higher values of $C_{a/}$ $C_{c}$ than tube samples. In the results of I $L_{EOP}$ and CRS test, it was observed that the values of $\sigma$'$_{p measured}$/$\sigma$'$_{p best estimated}$ of Yang-San clay decreases when strain becomes larger than 1.0% and that precompression strain of block samples is in the range of 1.5~2.0% while those of piston and tube samples are 1.75~3.75%. It was also shown that the values of $\sigma$'$_{p}$ of block samples exceed those of piston and tube samples by about 6~10%.6~10%.%.%.%.%.

• 한국공간구조학회논문집
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• 제19권4호
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• pp.53-60
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• 2019

In this study, an experimental study was carried out to evaluate the bond shear performance according to the shear connector between the glue-laminated timber and steel interface. Ten block shear specimens were fabricated according to the configuration of the adhesive surface of wood and steel. In addition, four test specimens were produced according to the main variable shape of the wood-concrete shear connector. As a result of the block shear test, the shear strength of the steel-wood adhesive is shown to have a shear performance greater than the wood-wood shear strength. As a result of the push-out test according to the shape of the shear connector, the shear strength increased linearly with the attachment area. The complete composite behavior between the glued-laminated timber and the steel can be secured.

• 대한기계학회논문집A
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• 제20권4호
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• pp.1241-1250
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• 1996

The characteristics of fatigue cumulative damage and fatigue life of 8-harness satin woven CFRP composites with a circular hole under constant amplitude and 2-level block loading are estimated by Stochastic Makov chain model. It is found in this study that the fatigue damage accumulation behavior is very random and the fatigue damage is accumulated as two regions under constant amplitude fatigue loading. In constant amplitude fatigue loading the predicted mean number of cycles to a specified damage state by Markov chain model shows a good agreement with the test result. The predicted distribution of the fatigue cumulative damage by Markov chain model is similar to the test result. The fatigue life predictions under 2-level block loading by Markov chain model revised are good fitted to the test result more than by 2-parameter Weibull distribution function using percent failure rule.

• 한국전문물리치료학회지
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• 제19권1호
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• pp.86-93
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• 2012

The purpose of this study was to assess the feasibility of task-oriented arm training for chronic hemiparetic stroke patients. The experimental design in this study was the pre-test and post-test with control group for 4-week intervention. Thirty patients with chronic hemiparetic stroke were recruited from 2 rehabilitation units. The subjects were divided randomly into experimental and control groups. The experimental group conducted task-oriented approach, involving 3 subparts of upper extremity activities, and the control group involved in the general upper extremity exercises. Functional movements of the upper extremities were assessed using clinical measures, including the Fugl-Meyer Assessment-Upper Extremity Section, Box and Block Test, and Action Research Arm Test. The score of Fugl-Meyer Assessment showed greater increases in the experimental group than in the control group after training. The improvement in Box and Block Test between pre-test and post-test measurements was significantly greater after task-oriented arm training compared to general upper extremity exercises. Action Research Arm Test scores also improved after task-oriented arm training compared to exercises in the control group. The task-oriented arm training improves the gross and fine motor activities and encouraging the use of the paretic arm through activity dependent intervention expedites the recovery of functional activities in the upper extremities for chronic hemiparetic stroke.

• 한국전기전자재료학회논문지
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• 제22권8호
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• pp.659-664
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• 2009

This paper describes lightning impulse operating duty performance and temperature dependence of series gap type for transmission line arresters. The ageing parameters of lightning arresters are impulse current, moisture ingress, temperature ageing and so on. Especially it is important to estimate the change of electrical characteristics by lightning impulse current. In the discharge withstand test, total energy applied to the ZnO arrester each time is 4/10 ${\mu}s$, 30 kA. and in the operating duty test, the arrester has passed the test if thermal stability is achieved, if the residual voltage measured before and after the test is not changed by more than 5 %, and after the test reveals no evidence of puncture, flashover or cracking of the ZnO block. As a results, the residual voltage was in the range of 17.2${\sim}$20.3 kV and ZnO block bear up against at 2 shot of series impulse current of 30 kA. Also it was so excellent that the mechanical destruction does not occur at the 2 groups of 5 impulses current of 2/20 ${\mu}s$ 10 kA. According to the tests, it is thought that the ZnO arrester shows good stability with impulse current test. and it was found that the ambient temperature is increased resistive leakage current was increased in the range 47.3${\sim}$167.4 ${\mu}A$.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 춘계학술대회논문집
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• pp.618-622
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• 2004

The vibration test system of SITC(Satellite Integration and Test Center) at KARI(Korea Aerospace Research Institute) has been used successfully for the environmental tests of a majority of korean space programs, such as KOMPSAT, Koreasat KITSAT, STSAT and KSR program since 1996. To meet the recent needs of large size test facility available for the vibrational tests of the huge launch vehicles and tole-communication satellites which will be developed in the near future, KARI undertook to construct the large size multi-electromagnetic shaking system with 3 $\times$ 3m head expander system. The new system will consist of three electromagnetic shakers which has 160 kN thrust force individually, and be able te sustain up to 8 tons test load and 300 kNm overturing moment. And to avoid the tremendous cost and effort to furnish the seismic block with large size and weight, it will adopt a Lin-E-Air type configuration with which the seismic block is less severe than a Solid-Truninon type. In addition, to fulfill the strong requirement of high overturning moment the additional guidance system including a central bearing system on a central support and several pad bearings around the head expander body is now considered. This paper describes the configuration and the design parameters of the multi-shaking system which is under development by KARI's engineers.

• The Korean Journal of Pain
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• 제4권2호
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• pp.111-121
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• 1991

It has been well known that the splanchnic nerve block is effective for patients who suffer from intractable upper abdominal pain. However, it is unclear whether the effect of the splanchnic nerve block depends on varied alcoholic concentration. In this study, an attempt was made to use absolute ethanol on patients who recieved a splanchnic nerve block at Severance Hospital during the period from September l990 to April l991. The results are as follows; 1) Among the 33 patients, including 22 males and 1l females, the fifties and sixties were the major age groups. 2) Stomach cancer was the most common underlying disease(13 cases), with pancreatic can- cer next(9 cases). 3) The main locations of pain were the upper abdomen, epigastrium, and entire abdomen in decreasing order. 4) There were 17 cases who had had chemotherapy, and 1l cases of whom had had surgery before the splanchnic nerve block. 5) The volume of alcohol used was 12 ml bilaterally. 6) Among the 33 patients, 15.2% required a second block within two weeks of the first block. One case required a third block. 7) The most common complications of splanchnic nerve block were hypotension(33.3%), occasional transient sharp burning pain, flushing of face, pain on injection site, nausea, vomiting, dyspnea, chest discomfort and diarrhea. 8) The supplemental block most commonly used was a continuous epidural block. It was used both as a diagnostic block and to afford relief from pain before the splanchnic nerve block was done. 9) The interval between the receiving the absolute ethanol block and discharge was within 2 weeks in l5 cases. But, in the patients with poor general health, the interval between the splanchnic nerve block and discharge prolonged. The above results suggest that bilateral splanchnic nerve block done with absolute ethanol after an effective test block with 1% lidocaine under C-arm fluroscopic control is satisfactory and reliable. Still, 26.6% of the patients received a repeat block within 2 weeks. Insufficient spread of ethanol due to its small volume seems to be a major factor in the repeat block. Minimizing the incidence of repeat block remains a problem to be solved.

• 콘크리트학회지
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• 제11권1호
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• pp.149-160
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• 1999

본 논문은 고강도 콘크리트기둥에 대한 설계방법을 검증하는 연구의 일부로서, 보통강도 및 고강도 콘크리트기둥시편에 대하여 편심하중의 재하실험을 수행하여 파괴거동을 관찰하고 기둥강도를 측정하였다. 기둥시편은 모두 32개로 콘크리트 압축강도, 종방향 철근비, 세장비, 재하편심을 실험의 주요변수로 선정하였다. 콘크리트 압축강도는 356~951 kg/$cm^$ 이며, 종방향철근비는 1.13~5.51 %, 세장비는 19, 40, 61의 3 종류로 하였다. ACI의 직사각형 응력블럭, Ibrahim과 MacGregor의 수정된 직사각형 응력블럭, 사다리꼴 응력 블럭을 이용한 기둥강도해석과 축력-모멘트-곡률해석을 통한 기둥강도해석을 수행하였으며, 실험결과와 비교분석하였다. 현시방서에서 적용하고 있는 직사각형 응력블럭은 철근비가 낮은 고강도 콘크리트기둥에 대하여 비안전측의 축력-모멘트강도를 제공한다. 축력-모멘트-곡률해석을 통한 기둥강도해석시에는 콘크리트 응력-변형률곡선의 최대응력을 결정하는 $k_3$ 값에 따라 정확성 및 안전성이 좌우된다. 또한, 본 논문에서는 재하실험을 통한 기둥의 파괴거동, 압축연단 극한변형률, 응력블럭변수 등을 비교분석하였다.

• 한국안광학회지
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• 제14권1호
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• pp.69-80
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• 2009

목적: 본 연구는 영국에서 개발된 컴퓨터 모니터용 검안프로그램 Test Chart 2000 Pro의 타당도(validity)를 평가하기 위해 수행되었다. 방법: Test Chart 2000 Pro와 한국표준검안법의 공통된 10종류 검안항목에 대하여, 각 항목별로 동일한 피실험자군을 대상으로 2가지 검안법을 함께 실시하고, 측정결과의 일치도를 비교분석하였다. 결과: 10종류의 비교실험 중 Snellen Chart, Cross-cyl Target, Duochrome Test, Fan and Block Test, Random Dot Stereograms에서는 한국표준검안법과 Test Chart 2000 Pro양측의 결과가 통계적으로 유의미한 일치를 보였으나, LogMar Chart, Single Letter Chart, Phoria Test, Fixation Disparity Test, Worth 4 Dot Test에서는 두 검안 방법의 결과에서 차이가 나타났다. 결론: 한천석 시력표와 포롭터로 이루어진 한국표준검안법을 기준으로 했을 때 Test Chart 2000 Pro의 타당도는 높지 않으며, 측정의 정확도 측면에서 개선이 요구된다.

• 한국지반환경공학회 논문집
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• 제15권4호
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• pp.61-67
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• 2014

본 연구에서는 시멘트의 유해성을 극복하기 위하여 시멘트 대신에 친환경 토양안정재를 사용한 식생블록을 제작하여 압축강도 및 휨강도 특성을 규명하였다. 식생블록 제작에 사용된 토양안정재는 천연섬유에서 추출한 단섬유와 석회 등을 주원료로 하며 흙의 전단강도를 증가시켜 블록의 내구성을 향상시키면서 식생을 가능하게 하는 특징을 가지고 있다. 일축압축강도 시험을 위한 공시체는 토양안정재와 화강풍화토를 혼합하여 제작하였으며, 토양안정재는 혼합토의 중량대비 6 %, 12 %, 18 %로 변화시켜 물과 교반하였다. 공시체는 공기 중에서 건조하여 각각 5일, 7일, 14일, 28일간 양생시키고 일축압축강도 시험을 수행하였다. 휨강도 시험은 일축압축강도 시험과 동일한 조건으로 블록을 제작하여 각 단계별 휨강도 시험을 실시하였고 현장 적용성 평가를 위하여 토양안정재의 특성을 고려한 최적함수비를 제안하였다. 또한 식생블록에 대한 투수시험 결과 KS F 4419에서 규정하는 투수성 블록의 품질기준을 만족하는 것으로 나타났다.