• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2013.10a
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• pp.29-31
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• 2013

유조선이 화물유 탱크 내 유류를 적재한 채 국내 연안 해저면에 침몰하는 경우 화물유 탱크 내 적재유가 유출되어 대형 오염사고로 연결될 가능성이 있으므로 화물유 탱크 내 적재유는 신속하고 안전하게 제거 되어야만 한다. 심해 수중작업 특성상 이러한 잔존유 회수작업 완료 후 화물유 탱크 내 잔존유 제거상태의 직접적 확인은 매우 곤란하므로 회수작업 종료 기준 및 절차는 매우 중요하다. 이에 따라, 국내에서 실제 이루어 진 제1유일호 및 제3오성호, 경신호 잔존유 작업사례에 적용된 회수방법에 따른 종료절차를 비교분석하여, 향후 국내 연안에 침몰되는 유조선 잔존유 회수작업에 적용 가능한 합리적 표준 작업종료 절차를 제시하였다.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2011.11a
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• pp.193-196
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• 2011

본 연구는 주거시설의 대표적인 가연물을 고정가연물과 적재가연물로 구분하여 가연물의 연소특성을 실험결과에 대한 연구이다. 고정가연물은 7종에 대하여 Cone Calorimeter로 적재가연물은 2종 Furniture Calorimeter로 실험을 실시하였다. 고정가연물의 경우 접착성분을 지니고 있는 시트지의 경우가 HRR등이 높게 측정되었으며, 적재가연물의 경우 섬유성분과 플라스틱으로 구성되어 있는 의자가 높게 측정되는 것을 알 수 있었다.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2009.04a
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• pp.385-388
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• 2009

건축물의 적재가연물 특성은 성능위주 화재안전설계를 수행함에 있어 중요한 인자이다. 본 연구에서는 서점의 성능위주 화재안전설계에 이용할 목적으로 적재가연물을 대상으로 연소발열성상을 측정하기 위한 화재실험을 행하였다. 실험에서는 서적과 서가의 일부분을 재현한 시험체를 내화로에 넣고 ISO834 표준가열곡선에 따라 가열하여 화재 최성기에서의 연소성상을 파악하였다. 그 결과, 서적은 외부 가열을 받으면 표면연소 후에 탄화하여 주위에 고온이 형성되어도 열분해가스의 방출량이 증가하지 않는 것으로 파악되었다.

• Cement
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• s.47
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• pp.31-37
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• 1972

• Journal of Korea Spatial Information System Society
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• v.11 no.2
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• pp.143-150
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• 2009

Spatial data warehouses are a system managing manufactured data through ETL step with extracted spatial data from spatial DBMS or various data sources. In load period, duplicated spatial data in the same subject are not useful in extracted spatial data dislike aspatial data and waste the storage space by the feature of spatial data. Also, in case of extracting source data on heterogeneous system, as those have different spatial type and schema, the spatial extract method is required for them. Processing a step matching address about extracted spatial data using a standard Geocoding DB, the exiting methods load formal data set. However, the methods cause the comparison operation of extracted data with Geocoding DB, and according to integrate spatial data by subject it has problems which do not consider duplicated data among heterogeneous spatial DBMS. This paper proposes efficient extracting method to integrate update query extracted from heterogeneous source systems in data warehouse constructer. The method eliminates unnecessary extracting operation cost to choose related update queries like insertion or deletion on queries generated from loading to current point. Also, we eliminate and integrate extracted spatial data using update query in source spatial DBMS. The proposed method can reduce wasting storage space caused by duplicate storage and support rapidly analyzing spatial data by loading integrated data per loading point.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.20 no.11
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• pp.494-500
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• 2019

The purpose of this study was to determine a method to prevent damage during the transfer of loading through optimal design of loading transfer software for an ammunition-carrying armored vehicle. Typically, an ammunition carrier armored car is equipped with an automated charge transfer system. The load is intermittently damaged during the loading of the cargo, and this needs to be improved. The following improvements and verification tests were carried out. As impact speed increased, the loading speed was reduced 60%, and a special fixture utilizing a force gauge was developed and tested. If the maximum current of 11A for the servo controller is output when the load of the conveyor is generated by interference inside the loading tube, there is a possibility of charge breakage. If the maximum current is low, the load cannot be loaded. In the loading test for the ammunition carrier armored car with the actual charge, the improved design was found to be valid, as the load was not damaged and occurred nominally.

• The KIPS Transactions:PartB
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• v.16B no.5
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• pp.403-410
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• 2009

The two-dimensional bin packing problem(2D-BPP) has been known to be NP-hard, and it is difficult to solve the problem exactly. Many approximation methods, such as genetic algorithm, simulated annealing and tabu search etc, have been also proposed to gain better solutions. However, the existing approximation algorithms, such as branch-and-bound and tabu search, have shown the low efficiency and the long execution time due to a large of iterations. To solve these problems, we first define the fitness function to simplify and increase the utility of algorithm. The function decides whether an item is packed into a given area, and as an important information for a packing strategy, the number of subarea that can accommodate a given item is obtained from the variant of the fitness function. Then we present a heuristic algorithm BF for 2D bin packing, constructed by the fitness function and subarea. Finally, the effectiveness of the proposed algorithm will be expressed by the comparison experiments with the heuristic and the metaheuristic of the literatures. As comparing with existing heuristic algorithms and metaheuristic algorithms, it has been found that the packing rate of algorithm BP is the same as 97% as existing heuristic algorithms, FFF and FBS, or better than them. Also, it has been shown the same as 86% as tabu search algorithm or better.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.38 no.2
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• pp.349-356
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• 2018

This paper attempts to develop a connection model based on FE analysis that can be applied to the evaluation of earthquake fragility of Steel Storage Racks lacking research in Korea. In order to accomplish this goal, shaking table tests, modal tests, and various member tests (8 case, push-over test) for structural members have been conducted to understand the behavior of steel storage racks. Based on the experimental results, detailed modeling of the joints was conducted using the NX-Nastran program in order to develop a connection model for Steel storage racks to be applied to the seismic vulnerability assessment. Especially, surface to surface contact element and spring element are applied to simulate the connection between the column member and the beam member connected by the simple latch method. Spring element model developed and applied ARX (Auto Regressive eXogenous) based mathematical model. The simulation results based on the FE model showed excellent reliability with a mutual error rate of less than 8% when compared with the member test results. As a result, it was confirmed that the FE model based connection model developed in the study can be applied to the analytical model for the seismic vulnerability assessment of Steel storage racks.

• Journal of Practical Engineering Education
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• v.16 no.3_spc
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• pp.391-399
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• 2024

All highway toll gates in Korea use low-speed WIM(Weight-In-Motion) to block overloaded cargo vehicles from entering the main highway, but some cargo vehicle owners are illegally modifying vehicles to operate variable axles and evading crackdowns by manipulating the axles. In previous studies detect all tires of a running vehicle were detected to determine whether there is axle manipulation. However, because the vehicle entry area at the highway toll gate checkpoint is very narrow, there is a problem that it is realistically difficult to film all tires of the entering vehicle in one video frame. In this paper, we proposed a system that can determine whether the axle is being operated through changes in the height of the vehicle's cargo box rather than by detecting tires. To detect changes in the height of a cargo box, we propose a method to extract the representative line of the cargo box using Hough transform and then measure the change in height of the representative line to detect the change in height of the cargo box. In addition, we propose a method to detect changes in the vertical height of a cargo box by accumulating motion vectors of pixels within a certain area of the image using optical flow. And the two methods were compared and their advantages and disadvantages were analyzed and presented.

• Computational Structural Engineering
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• v.5 no.1
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• pp.4-10
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• 1992

이 글에서는 교량하중모델의 개발에 대하여 기술하였다. 사하중, 적재하중 및 충격하중에 대한 확률론적 모형이 제시되었다. 적재하중의 경우 트럭 Data Base를 기초로 하여 일차선 교량 또는 단경간(지간 약 40m까지)에서는 한대의 트럭이, 2차선 교량의 경우는 완전상관된 두대의 평행트럭에 의해 결정되어진다. 대부분의 경우 현재의 AASHTO의 보분배계수는 안전측이 된다.(특히 보간격이 긴 경우) 충격하중계수는 노면 요척 및 교량과 트럭의 동적특성을 고려한 모의해석을 통하여 구해지는데 두대의 차량을 고려한 경우가 한대의 트럭을 고려할 경우보다 더 낮은 것으로 나타났다.