• 해양환경안전학회지
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• 제26권3호
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• pp.277-285
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• 2020

Recently, studies have been actively conducted on seismic design and improvement of the seismic performance of bridges, buildings, factories, and plants. In particular, heavy items that are being manufactured or waiting to be shipped from factories (such as generators, engines, and boilers) must be equipped with seismic stoppers to prevent them from moving or falling during an earthquake. Seismic stoppers should be suitably determined by the size and weight of these heavy items; however, they have no general design standard. In this study, structural analyses and seismic tests were conducted to evaluate the performance of newly designed seismic stoppers. Structural analysis was performed on three stopper models to estimate the external load at which the yield stress of the material was not exceeded. Based on the analysis results, a seismic test of the stopper was carried out in accordance with the AC156 test method. Finally, product specifications for all three seismic stopper models were determined and their static/dynamic load performance was evaluated.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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• pp.635-642
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• 1997

This research focused on the development of concrete overlay and test, which was conducted at 88 Highway 105k, 2 lanes of 290 m. The field application test consists of 6 cm and 10 cm bonded concrete overlay and 25 cm unbonded concrete overlay, using the slag cement for opening lanes for traffic early. The overlay were placed in a day. The whole period of traffic closing wes 8 day and it was reopened to traffic after concrete overlay has cured for 3 day. 5 cracks were founded when the field test section was investigated after 1 month, but all these may not make significant problems to overlay because these initiated and growed at the same line of repair section. The rideability and skid resistance become much better like in the new pavement after overlay. The structural capacity against deflection was much. which were verified by FWD(Falling Weight Deflectometer). The field test section is being used in a good condition and the results of field application and pavement performance analysis are encouraging. This rehabilitation methods may be adopted in Korea after a more field performance verifications.

• 한국안전학회지
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• 제26권3호
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• pp.43-46
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• 2011

The work plate in a construction sites is a frequent cause of falling. But the bulk of the work plates lent to the construction site are handled carelessly by workers. There is general concern about performance declining by repetitive use. However, there is not a accurate guide, research and study on reuse work plate. This study was conducted in order to judge the classification guide to reuse work plate and measure the performance of classified reuse work plates. It is the result that even the A-grade plates classified to be in good shape by workers are below the performance standard. This means that the guide and classification are ineffective.

• 근관절건강학회지
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• 제19권2호
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• pp.131-141
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• 2012

Purpose: The purpose of this study was to test the change of study variables (knowledge, efficacy, and fatigue) related to using orthosis and fear of falling in fracture patients wearing the leg orthosis after fall prevention education in terms of educational method and frequency. Methods: Participants were 87 fracture patients wearing the leg orthosis. Experimental I group (n=30) and experimental II group (n=27) received the fall prevention education once and three times respectively with leaflets. Experimental III group (n=30) received video training once. Results: The level of the subjects' knowledge was significantly increased in experimental I and II groups rather than in experimental III group. In case of experimental I and experimental II group, fear of falling was decreased when compared to experimental III group. However, there were no significant changes in efficacy and fatigue related to using orthosis among three groups. Conclusion: The fall prevention education using leaflets was more effective than video training method. Only one education with leaflets was effective enough. Therefore, it is recommended that the education with leaflets or pamphlets should be developed systematically according to the characteristics of fracture patients wearing the leg orthosis.

• 한국의류산업학회지
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• 제24권1호
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• pp.156-163
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• 2022

Loss of leg muscle and muscle weakness, which are caused by aging, affect muscle function and sense of balance. As a way of preventing seniors from falling, we developed the idea of wearing functional supporters based on graduated compression technique and in the form of a taping supporter. Their impact on power, sense of balance, overcoming fatigue, and subjective wearing sensation was investigated. The following results were obtained. After wearing functional compression supporters, body temperature increased from 24.5 ± 0.5℃ to 26.3 ± 0.6℃. Calf size, which assesses the level of edema, decreased from 26.1 ± 1.8cm to 25.7 ± 1.8cm. The result of dynamic balance test, which helps estimate the fall prevention effect, increased from 6.4 ± 0.9sec to 7.1 ± 0.6sec. Lactate level, which indicates the level of fatigue, decreased from 8.1 ± 0.6mmol/L to 7.3 ± 0.8mmol/L. Standing long jump record, which assesses power, increased from 110.1 ± 3.1cm to 112.0 ± 2.8cm. Standing on one leg with eyes closed, which assesses sense of balance, increased from 4.2 ± 1.1sec to 6.5 ± 0.8sec. Ankle angle, which assesses joint stability, increased from 75.3 ± 4.0° to 80.1 ± 1.7°. In metabolism and physical performance testing, which assesses keep, the score increased from 26.3 ± 1.7 to 28.8 ± 1.2. Muscle supporting score, which assesses joint stability, increased from 7.3 ± 0.6 to 7.8 ± 0.4. In the category of body type, which assesses wearing sensation and body shaping function, the score increased from 5.7 ± 1.4 to 6.4 ± 1.2

• 한국지반환경공학회 논문집
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• 제14권8호
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• pp.53-60
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• 2013

국내 도로 하부구조의 다짐관리 방법은 상대 다짐도를 구하기 위한 현장밀도 시험과 하중 지지력을 확인하는 평판재하시험을 이용하고 있다. 그러나 이 두 시험방법은 시공현장 관리자의 경험적 판단을 수치화한 것으로 역학적인 근거가 미약한 실정이다. 이러한 문제점을 해결하기 위해 최근 사용되고 있는 회복탄성계수법은 차량하중의 반복재하 조건에서 유발되는 포장재료의 응력-변형 상태를 합리적으로 반영할 수 있는 합리적인 포장구조 설계법으로 평가되고 있다. 그러나 회복탄성계수를 측정하는 방법이 어렵고 시간이 많이 소요되는 등 많은 문제점이 있으므로 이를 대체할 수 있는 간편한 시험법으로 최근 소형충격재하시험법이 제안되고 있다. 따라서 본 연구에서는 노상과 보조기층의 시공 및 유지관리 현장의 변형계수를 신속하고 간편하게 측정할 수 있는 동평판재하시험을 이용하여 도로 하부지층의 다짐관리 가능성을 판단하고 정적재하시험결과를 분석하여 관계식을 제안하였다.

• 한국도로학회논문집
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• 제12권4호
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• pp.39-46
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• 2010

2007년부터 아이오와 주 교통국에서는 고속도로와 국도에서 FWD 장비를 이용하여 네트워크 레벨에 필요한 조사를 실시하였고 처짐 자료와 포장 구조분석 결과를 데이터베이스로 구축하는 작업을 시작하였다. 축적된 데이터베이스에 정보는 포장에 구조적 문제점을 발견하고 포장에 잔류 공용수명을 예측하여 포장에 유지보수 시점을 결정하는데 사용한다. 현재 아이오와 주 교통국에서 사용하고 있는 FWD 네트워크 레벨 조사 프로토콜은 포장 표면에 3번에 하중을 각각 재하하여 8개에 지오폰으로부터 측정한 처짐량을 이용, 역 계산을 통해 포장구조 해석을 수행하고 있으며 조사지점 수는 조사하는 도로의 구간 길이에 따라 결정하고 있다. 그러나, 현재 사용하고 있은 FWD 네트워크 레벨 조사 프로토콜은 1년 동안 아이오와 주 전체 도로 네트워크에 약 20%만을 조사할 수 있는 것으로 나타났다. 따라서, 해마다 아이오와 주 도로 네트워크에 20% 이상을 조사하기 위해서는 현재 사용하고 있는 FWD 네트워크 레벨 조사 프로토콜을 간소화해야 할 필요가 있다. 본 연구에 목적은 현재 사용하고 있는 FWD 네트워크 레벨 조사 프로토콜에서 FWD 측정 데이터에 영향을 미치지 않는 범위내에서 최소 하중 재하 수와 조사지점 수를 결정하기 위한 것이다. 83개에 합성포장 구간을 대상으로 측정한 FWD 네트워크 레벨 조사에서는 FWD 네트워크 레벨 조사 프로토콜에서 하중 재하 수와 조사지점 수를 줄여도 포장 구조해석 결과에는 크게 영향을 미치지 않는 것으로 나타났다. 간소화된 FWD 네트워크 레벨 조사 프로토콜은 FWD 측정 결과에 영향을 미치지 않으면서 측정 조사율을 높일 수 있을 뿐만 아니라 교통 통제로 인한 간접비용도 절감시킬 수 있을 것으로 기대하고 있다.

• 한국신뢰성학회:학술대회논문집
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• 한국신뢰성학회 2001년도 정기학술대회
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• pp.105-111
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• 2001

In this study, for improvement of pneumatic valve reliability, we grasped the falling-off problem in efficiency of domestic valve and performed detailed analysis the relating International standards, and we also decided sampling method and reliability evaluation items to be evaluated valves. And, in addition, we describe the developed evaluation standard to increase the competition power and to improve the reliability of domestic pneumatic valve manufacturers through deciding of test conditions and thesis of evaluation procedures to each evaluation items.

• 한국농촌건축학회논문집
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• 제7권1호
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• pp.129-136
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• 2005

In this paper, barrier panels against falling stones have been studied experimentally with various specimens. Test results show that stiffened barrier panels show more sufficient capacity than unstiffened barrier. Each type barrier panel can be used for various situations. New barrier panel is good for increasing strength and improving environment and maintaining cost down.

• 대한기계학회논문집
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• 제8권4호
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• pp.385-393
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• 1984

본 연구에서는 다트식 낙하충격 시험에 있어서 인성의 강소성 플라스틱 재료 의 준정적 선형의 점탄성 모델이 구성되어 해석되었다. 완화계수함수, E(t)=E$_{f}$ +(E$_{o}$ -E$_{f}$ )e$^{-t/tR}$ 형태의 점탄성 재료의 수정된 Maxwell요소모델을 근거 로 충격속도, 파괴에너지, 임계응력등의 중요변수들의 상대적 종속성이 근사계산으로 평가되었다.