• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.1303-1308
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• 2007

Recently, precast concrete tracks are replacing ballast track for efficient and economic maintenance of track. Precast concrete railroad tracks are manufactured in factory, and transported to railroad construction site for installation. Therefore, quality of precast concrete track itself should be sufficiently good. On the contrary to the convenient manufacturing of precast concrete track, the installation of a precast concrete track requires careful steps. Typically, a precast concrete track is placed on an approximately 15-cm thick lean concrete layer. A mortar is filled between lean concrete layer and precast concrete track to adjust the sloping angle of a precast concrete track for a safe train operation at a curvy section. Then, the use of filled mortarproduces a void underneath a precast concrete track, which is harmful to structural safety of a precast concrete track undercyclic loading. Therefore, it is essential to make sure that there is no void left beneath a precast concrete track after mortar filling. In the continuous resonance method, the amplitude of frequency response measured using an instrumented hammer and an accelerometer is plotted against a pseudo-depth, which is half of the wave velocity divided by frequency. The frequency response functions are measured at consecutive measurement locations, 6-cm interval between measurement points, and then combined together to generate a 2-D plot of frequency response. The sections with strong reflections or large amplitude of frequency response are suspicious areas with internal voids and unfilled areas. The 2-D frequency response plot was efficient in locating problematic sections just by examining the color shade of a visualized plot in 2-D format. Some of the problematic sections were drilled to make a visual inspection of mortar filling. The visual image of interface between mortar and precast concrete track was verified using the validity of the continuous resonance technique adopted in this research.

• 한국방재학회 논문집
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• 제6권4호통권23호
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• pp.1-6
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• 2006

세계적으로 기존선 속도향상을 위해 분기기 개량 연구가 진행되어 왔다. 분기기는 선로시스템에서 구조적으로 가장 복잡한 장치로써 안정적인 구조가 필요하다. 이에 분기기 부설시 정확한 조립은 승차감과 열차주행 안전성에 크게 영향을 끼친다. 이러한 문제점 해결을 위해 최근 철도 선진국에서는 분절 PC침목을 이용한 공장에서의 사전 일체화 정밀조립 후 현장까지 운반한다. 본 연구에서는 우리나라에서 처음으로 도입된 분절형 PC침목의 안전성 평가를 위해 실내 성능평가시험을 실시하였다. 시험조건으로 현장에서 STT, MTT와 같은 유지보수 작업시 발행 가능한 최악의 조건을 고려하여 분절침목의 구조적 안전성을 검토하였다.

• 대한안전경영과학회지
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• 제19권1호
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• pp.15-25
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• 2017

The findings were summarized as follows. The safety check by manufacturer showed that 6 of 13 companies are over the average occurrence of defects. It was expected that there would be a difference between manufacturing technology capability and production system of each manufacturer. Consequently, manufacturers should institutionally improve and strengthen certification items for the upward standardization of safety certification before factory. Second, the safety check by year showed that the results of this study accord with those of previous studies on defect time. Consequently, manufacturers should classify the 3-year-old equipment for vehicle-mounted MEWP into a special check subject to do a nondestructive test according to proven results, and also reflect the test in a safety test system to do regular preventive activities of equipment defects. Third, the safety check by part showed that the boom and outrigger parts of vehicle-mounted MEWP have the most defects. Stress concentration resulted in defects as the boom part was most frequently operated in the structural parts for a real work. To prevent this, it is suitable to improve the hardness of boom materials. The outrigger part needs improvement in safety devices with materials. As an outrigger supports the overturning moment of equipment, it is most affected by its load based on the operating radius, resulting in fatigue crack.

• 한국융합학회논문지
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• 제11권9호
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• pp.15-20
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• 2020

소프트웨어가 국가의 혁신 및 성장, 가치 창출에 핵심 요소가 되고 있고, 이에 소프트웨어 관련 교육은 필수적인 상황이다. 공학 교육에 대한 수행방법 가운데 하나로, 실행이 어려운 상황에 대하여 유사한 환경에서 교육할 수 있는 가상 시뮬레이션을 통한 교육이 다양하게 이루어지고 있다. 최근 생산 현장에 스마트팩토리의 구축이 확산되고 있고, 비전 시스템을 활용한 제품 검사가 수행되고 있다. 그러나 비전 시스템에 대한 운영 기술의 부족으로 많은 어려움을 겪고 있으나, 비전 시스템 교육을 위한 시스템 구축에 많은 비용이 필요하다. 본 논문에서는 컴퓨터와 물리엔진의 카메라 기능을 융합하여 영상을 추출하고 전송할 수 있는 교육용 가상 시뮬레이션 모델을 제안한다. 제안 모델의 실험 결과 평균 35.4FPS로 30Hz 이상의 이미지 생성이 가능하며, 22.7ms의 시간으로 이미지를 송수신할 수 있어, 교육용 가상 시뮬레이션 교육 환경에서 활용할 수 있을 것이다.

• 한국구조물진단유지관리공학회 논문집
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• 제15권6호
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• pp.110-117
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• 2011

항만 및 공장용지 확보를 위한 해안 매립 시 해저 펌프준설 등의 방법을 이용하여 준설토를 활용하고 있으며, 육상의 경우에도 조립준설토를 성토재로 활용하려는 노력이 진행되고 있다. 서해안 지역의 해저바닥에 분포하는 원지반은 실트질 모래 또는 모래질 실트가 남해안과 동해안에 비해서 많이 분포하고 있고, 다른 연안에 비해 입자 또한 크다. 이러한 특성을 지닌 준설토는 침강과 압밀의 과정도 준설점토와 다른 거동 특성을 보인다. 본 연구에서는 서해안 지역의 비소성준설토를 매립재료로 활용하기 위한 연구의 일환으로 서해안(새만금)지역의 준설매립지반에 대해 모형실험을 실시하여 동다짐 에너지 변화에 따른 원지반의 상대밀도 및 N값의 변화를 예측할 수 있는 예측식을 제안하고, 효율적인 지반설계를 위한 동다짐 에너지를 산정하였다.

• 대한지역사회영양학회지
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• 제3권4호
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• pp.655-667
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• 1998

The Computer-assisted Hazard Analysis and Critical Control Point(HACCP) program has been developed for a systematic implementation of HACCP principles in identifying, assessing and controlling hazards in institutional foodservics operations. The HACCP-based sanitation evaluation tool has been developed, based on the results of the computerized assisted HACCP program in 4 service sites of C contracted foodservice company, including 2 general hospitals with 650-beds, one office operation of 400 meals per day, and one factory foodservice of 1,000 meals per day. All database files and processing programs were created by using Unify Vision tool with Windows 95 of user environments. The results of this study can be summarized as follows : 1. This program consists of the pre-stage for HACCP study and the implementation stage of the HACCP system. 1) The pre-stage for HACCP study includes the selection of menu items, the development of the HACCP recipe, the construction of product flow diagrams, and printing the HACCP recipes and product flow diagrams. 2) The implementation of the HACCP system includes the identification of microbiological hazards, the determination of critical control points based on the decision tree base files. 3) The HACCP-based sanitation evaluation tool consisted of 3 dimensions of time-temperature relationship, personal hygiene, and equipment-facility sanitation. The Cronbach's alphas calculation indicated that the tool was reliable. The results showed that the focus groups rated the mean of importance in time-temperature relationship, personal hygiene, and equipment-facility sanitation as 4.57, 4.59 and 4.55 respectively. Based on the results, this HACCP-based sanitation evaluation tool was considered as an effective tool for assuring product quality. This program will assist foodservice managers to encourage a standardized approach in the HACCP study and to maintain a systematic approach for ensuring that the HACCP principles are applied correctly.

• 한국정보통신학회논문지
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• 제23권7호
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• pp.829-836
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• 2019

IoT 장치들은 네트워크 구성에 많이 사용되고 있고, 증가하고 있다. 데이터는 필요에 따라서 이기종의 IoT 장치를 통하여 전송된다. 본 논문에서는 Bluetooth 5를 이용하여 내부 네트워크를 구성하고, LoRa(Long Range)를 통하여 데이터 전송할 때 발생하는 전송 데이터 손실을 방지하기 위한 기법을 제안한다. Bluetooth 5가 LoRa의 데이터 전송 속도에 비해 빠르므로 LoRa를 통하여 데이터를 전송할 때 데이터 손실 문제가 발생한다. 본 논문에서 제안하는 전송 데이터 손실 방지 기법은 Bluetooth 5와 LoRa 뿐 아니라 이기종의 IoT 장치의 데이터 전송 속도 차이로 인해 발생하는 데이터 손실을 방지할 수 있을 것으로 기대한다. 또한 본 논문에서는 제안하는 데이터 손실 방지 기법을 적용하여 시뮬레이션 결과를 보인다. 2가지 방법으로 시뮬레이션 했을 때 전송 성능과 저장에 필요한 메모리 양 을 보인다.

• 한국안전학회지
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• 제34권2호
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• pp.40-47
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• 2019

The Half-depth precast deck is a structural system that utilizes pre-cast panels pre-built at the factory as formwork at the construction stage and as a major structural member at the same time after completion. These systems have joints between segments, and the detail and performance of the joints are factors that have a very large impact on the quality, such as the constructability and durability of the bridge decks. In this study, strength performance evaluation was performed for improved joints using connecting rebar by experimental method. Static loading tests were conducted on the test specimen with improved joint, those with existing joint and those without joint. The test results of the specimens were compared to each other, and the flexural strength required by the design was compared. The flexural strength required in the design was presented by finite element analysis. It has been shown that the flexural strength of the specimens with joints were more than twice that required by the design. But the flexural strength of the specimen with existing joint was about 84% of that without joint. The flexural strength of the specimen with improved joints was a nearly similar degree of that compared to the specimen without joint. And a comparison of the moment-deflection relationship curves of the two specimens also shows a very similar flexural behavior. It is confirmed that improved joint has sufficient flexural strength. In addition to strength, the bridge decks require serviceability, such as deflection and cracking, and in particular, fatigue resistance due to repetitive live loads is an important performance factor. Therefore, further verification studies are required.

• 국제강구조저널
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• 제18권5호
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• pp.1639-1653
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• 2018

Bolted connections are suitable due to high quality prefabrication in the factory and erection in the workplace. Prefabrication and modularization cause high speed of erection and fabrication, high quality and quick return of investment. Their technical hitches transportation can be removed by prefabrication of joints and small fabrication of components. Box-columns are suitable members for bolted structures such as welded steel structures with moment frames in two directions etc., but their continual fabrication in multi-story buildings and performing the internal continuity plate in them will cause some practical dilemmas. The details of the proposal technique introduced here, is to remove such problems from the box columns. Besides, some other advantages include new prefabricated bolted beam-to-column connections referred to BBCC. This connection is a set of plates joined to columns, beams, support, and bolts. For a better understanding of its fabrication and erection techniques, two connection and one structural maquettes are made. The present work aims to study the cyclic behavior of connection numerically. To verify the accuracy of model, a similar tested connection was modelled. Its verification was then made through comparison with test results. The behavior of connection was evaluated for an exterior connection using three different support shapes. The effects of support shapes on rigidity, ductility, rotation capacity, maximum strength, four rad rotation strength were compared to those of the AISC seismic provision requirements. It was found that single beams support has all the AISC seismic provision requirements for special moment frames with and without a continuity plate, and box with continuity plate is the best support in the BBCC connection.

• 한국폐기물자원순환학회지
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• 제35권8호
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• pp.785-798
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• 2018

Since the Framework Act on Resource Circulation was enacted in 2018, the government should establish a National Resource Circulation Master Plan every 10 years, which defines mid- to long-term policy goals and directions on the efficient use of resources, prevention of waste generation and recycling of waste. In addition, we must set mid- to long-term and stepwise targets for the final disposal rate, recycling rate (based on sorted recyclable materials and recycled products), and energy recovery rate of wastes, and relevant measures should be taken to achieve these targets. However, the current industrial waste (IW) statistics have limitations in setting these targets because the final disposal rate and recycling rate are calculated as the ratio of the recycling facility input to the IW generation. In this study, the material flow from the collection stage to the final disposal of industrial waste was analyzed based on the generation of 2016, and the actual recycling amount, actual incineration amount, final disposal amount and their rates were calculated. The effect on the recycling, incineration and final disposal rates was examined by changing the treatment method of nonhazardous wastes from the factory and construction and demolition wastes, which were put in landfills in 2016. In addition, the variation of the waste treatment charge was investigated according to the change of treatment methods. The results of this study are expected to be effectively used to establish the National Resource Circulation Master Plan and industrial waste management policy in the future in South Korea.