• Clinics in Shoulder and Elbow
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• 제10권1호
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• pp.27-32
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• 2007

목적: 회전근개 파열에서 극상근 검사의 진단적 가치와 유용한 검사 양성이 무엇인지를 밝히고자 하였다. 대상 및 방법: 견관절 통증 환자 200명을 대상으로 empty can test와 full can test를 시행하여 수술 또는 자기공명영상의 소견으로 분석하였다. 통증과 근력 약화를 나누어 기록하였으며, 파열의 정도에 따른 통증과 근력약화의 분포, 각 검사법의 예측율 및 기존의 양성이라고 정의 되었던 통증 또는 근력약화가 있는 경우와 다른 양성 징후 들과의 조합에 대한 일치도를 조사하였다. 결과: 통증과 근력약화는 회전근개 파열의 정도에 따라 비례하였고 empty can test에서 통증의 빈도가 높았다. 부분파열을 파열로 간주한 경우 두 검사 모두 민감도가 높았으나 특이도는 전층 열만을 파열로 간주한 경우가 높았다. 부분파열을 파열로 간주한 경우와 그렇지 않은 경우, 또한 Empty 및 Full can test 모두에서 통증과의 일치도가 가장 높았다. 결론: empty can test가 통증의 빈도가 높았으며, 두 가지 극상근 검사 모두 전층파열과 부분파열에 민감하고 전층파열에 특이하였다. 극상근 검사는 통증과 근력 약화를 분리하여 양성을 기록한다면 회전근 개 파열의 진단을 위한 이학적 검사로서 가치가 높다고 판단되었다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2003년도 추계학술대회
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• pp.1252-1257
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• 2003

This paper present a procedure of meter-out flow control method for dump valve in full-scale airframe test. Emergency stop, which results in dump state, can be happened during full-scale airframe test by several causes. Because servo valve can't control hydraulics actuator in the dump state, pressure in cylinder chamber may rise abruptly and overload can be acted to the test article. In this paper, the procedure and technology of orifice setting are investigated to protect the test article from unexpected loads by dump. The test results show that the presented methods decrease peak loads and improve unloading characteristics of hydraulic actuators in the dump state.

• 대한기계학회논문집A
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• 제25권7호
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• pp.1031-1038
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• 2001

In order to verify the analytical methods predicting failure behavior of cracked piping, full-scale pipe tests are crucial in nuclear power plant piping. For this reason, series of international test programs have been conducted. However, full-scale pipe tests require expensive testing equipment and long period of testing time. The objective of this paper is to develop a test system which can economically simulate the full-scale pipe test regarding the integrity evaluation. This system provides the failure behavior of cracked pipe by testing a wide-plate specimen. The system provides the failure behavior of cracked pipe by testing a wide-plate specimen. The system was developed for the integrity evaluation of nuclear piping based on the methodology of hardware-in-the-loop (HiL) simulation. Using this simulator, the piping integrity can be evaluated based on the elastic-plastic behavior of full-scale pipe, and the high cost full-scale pipe test may be replaced with this economical system.

• Steel and Composite Structures
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• 제8권5호
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• pp.361-388
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• 2008

The Eurocode 4 presents some negative aspects in the design of composite slabs by the m-k Method or the Partial Connection Method. On one hand, the component chemical adherence is not accounted for in the connection between the profiled steel sheet and the concrete. On the other hand, the application of these methods requires some fitting parameters that must be determined by full scale tests. In this paper, the Eurocode 4 methods are compared with a method developed at the Federal Polytechnic School of Lausanne, based on pullout tests, which can be a valid alternative. Hence, in order to calculate the necessary parameters for the three methods, several tests have been performed such as the full scale test described in Eurocode 4 and pull-out tests. This last type of tests is of small dimensions and implicates lower costs. Finally, a full-scale test of a steel-concrete composite slab with a generic loading is presented, with the goal of verifying the analytical formulation.

• 항공우주기술
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• 제2권2호
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• pp.11-17
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• 2003

항공기 전기체 구조시험에 과하중 방지 밸브로 사용되는 미터-아웃방식의 유량제어 방법을 본 보고서로 소개하고자 한다. 전기체 구조시험에서는 여러 요인에 의해 비상시험 중지상태(덤프상태)가 발생하며, 이 상태가 되면 서보밸브의 전원이 차단되어 하중을 가하던 실린더의 양단에 외부조건에 따른 급격한 압력변화가 발생되고, 이 변화는 시험체에 과하중으로 가해진다. 본 연구에서는 덤프로 기인한 하중으로부터 시험체를 보호하기 위해 사용되는 오리피스 면적조절 기술에 대해 소개하였고 실제 시험에서 유압작동기의 덤프특성이 효과적으로 감소되고 있음을 확인하였다.

• Journal of Ship and Ocean Technology
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• 제5권4호
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• pp.44-50
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• 2001

Large container carriers are suffering from lack of knowledge on reliable correlation allowances between model tests and full-scale trials, especially at fully loaded condition, Careful full-scale sea trial with a full loading of containers both in holds and on decks was carried out to clarify it. Model test results were analyzed by different methods but with the same measuring data to figure out appropriated correlations factors for each analysis methods, Even if it is no doubt that model test technique is one of the most reliable tool to predict full scale powering performance, its assumptions and simplifications which have been applied on the course of data manipulation and analysis need a feedback from sea trial data for a fine tuning, so called correlation factor. It can be stated that the best correlation allowances at fully loaded condition for both 2-dimensional and 3-dimensional analysis methods are fecund through the careful sea trial results and relevant study on the large size container carriers.

• Earthquakes and Structures
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• 제19권3호
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• pp.157-174
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• 2020

The in-situ pushover test differs from the shake-table test because it is performed outdoors and thus its size is not restricted by space, which allows us to test a full-size building. However, to build a new full-size building for the test is not economical, consequently scholars around the world usually make scale structures or full-scale component units to be tested in the laboratory. However, if in-situ pushover tests can be performed on full-size structures, then the seismic behaviors of buildings during earthquakes can be grasped. In view of this, this study conducts two in-situ pushover tests of reinforced concrete (RC) buildings. One is a masonry-infilled RC building with openings (the openings ratio of masonry infill wall is between 24% and 51%) and the other is an RC building without masonry infill. These two in-situ pushover tests adopt obsolescent RC buildings, which will be demolished, to conduct experiment and successfully obtain seismic capacity curves of the buildings. The test results are available for the development or verification of a seismic evaluation model. This paper uses ASCE 41-17 as the main evaluation model and is accompanied by a simplified pushover analysis, which can predict the seismic capacity curves of low-rise buildings in Taiwan. The predicted maximum base shear values for masonry-infilled RC buildings with openings and for RC buildings without masonry infill are, respectively, 69.69% and 87.33% of the test values. The predicted initial stiffness values are 41.04% and 100.49% of the test values, respectively. It can be seen that the ASCE 41-17 evaluation model is reasonable for the RC building without masonry infill walls. In contrast, the analysis result for the masonry infilled RC building with openings is more conservative than the test value because the ASCE 41-17 evaluation model is limited to masonry infill walls with an openings ratio not exceeding 40%. This study suggests using ASCE 41-17's unreinforced masonry wall evaluation model to simulate a masonry infill wall with an openings ratio greater than 40%. After correction, the predicted maximum base shear values of the masonry infilled RC building with openings is 82.60% of the test values and the predicted initial stiffness value is 67.13% of the test value. Therefore, the proposed method in this study can predict the seismic behavior of a masonry infilled RC frame with large openings.

• 전력전자학회논문지
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• 제20권4호
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• pp.363-368
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• 2015

This paper deals with an improved current source using full-bridge converter type for thyristor valve test of HVDC system. The conventional high-current and low-voltage source of synthetic test circuit requires additional auxiliary power supply to provide the reverse voltage for the auxiliary thyristor valve during turn-off process. The proposed circuit diagram to provide the reverse voltage is extremely simple because no additional component is required. The reverse voltage can be obtained from the input DC voltage of the high-current and low-voltage power supply. The operation principle and design method of the proposed system are described. Simulation and experimental results in scaled down STC of 200 V, 30 A demonstrate the validity of the proposed scheme.

• 전자공학회논문지C
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• 제35C권3호
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• pp.1-15
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• 1998

In this paper, we propose a partial scan test method which can be applied to large VLSI designs. In this method, it is not necessary to hold neither scanned nor unscanned flip-flops during scan in, test application,or scan out. This test method requires almost identical design for testability modification and test wave form when compared to the full scan test method, and the method is applicable to large VLSI chips. The well known FAN algorithm has been modified to devise to sequential ATPG algorithm which is effective for the proposed test method. In addition, a partial scan algorithm which is effective for the proposed test method. In addition, a partial algorithm determined a maximal set of flip-flops which gives high fault coverage when they are unselected. The experimental resutls show that the proposed method allow as large as 20% flip-flops to remain unscanned without much decrease in the full scan fault coverage.

• 항공우주기술
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• 제3권2호
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• pp.208-216
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• 2004

항공기 전기체 구조시험에 사용되는 기존의 과하중 방지모듈의 성능을 개량하여 고성능의 과하중방지 모듈을 개발하였다. 항공기 전기체 구조시험 수행시에는 예기치 않은 오류(자연재해로 인한 정전사고, 시험체의 파손, 설계강도 미달로 인한 시험정지 등)로 인해 시험하중보다 큰 하중이 시험체에 가해질 수 있다. 이 때 발생한 과하중을 해소하여 시험체를 파손으로부터 보호하는 과하중 방지기능이 필요하다. 본 논문에서는 상용의 기존 과하중 방지모듈에 대해 구성요소별로 기능을 살펴보고, 기존 제품을 이용하여 구조시험을 수행하는 도중 나타난 문제점을 분석하였다. 또한, 기존 과하중 방지모듈이 갖고 있는 문제점을 개선한 고성능 과하중 방지모듈의 개발에 대해 기술하였다.