• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.239-239
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• 2018

위성 및 드론을 이용한 원격탐사 기술이 발전하고 다양한 산출물이 나타남에 따라 수자원 및 하천관리 분야에서 원격탐사기술 활용의 폭이 넓어지고 있다. 원격탐사 영상에서 획득할 수 있는 기본적인 가시영상 이외에도 적외영상, 초분광영상, 수위정보, 레이더 반사도 등을 활용하여 하천정보를 추정하려는 시도가 이루어져왔다. 본 연구에서는 원격탐사 영상에서 획득한 하폭을 기반으로 수리학적 하천유량산정을 기법을 적용하기 위해 등류 및 부등류 해석이 가능한 알고리즘과 프로그램을 개발하였다. 등류해석을 위해 GUI 기반 프로그램을 개발하였으며, 특정 하폭에서의 하천유량을 신속하게 계산할 수 있도록 단면 특성분석 모듈과 운동파 방정식 기반의 Manning 유속공식이 적용되도록 구성하였다. 또한, 부등류해석을 위해 스크립트기반의 프로그램을 개발하였다. 부등류 해석 프로그램에는 하천유량을 경계조건으로 수위를 계산하는 일반적인 부등류 수면곡선식의 해석절차를 하폭기반 원격하천 유량 산정 목적에 맞게 재구성하여 원격탐사기술로 획득한 하폭을 경계조건으로 하천 유량을 시산하는 알고리즘을 구현하였다. 본 프로그램을 활용하여 한국건설기술연구원 하천실험센터에서 드론을 이용한 등류/부등류 실험결과를 해석하였으며, 등류 흐름조건에서는 두 가지 해석방법 각각 14.3%, 14.7%의 유사한 평균상대오차를 나타내었고 부등류 흐름조건에서는 등류해석은 62.6%, 부등류해석은 15.8%의 평균상대오차를 나타내었다. 실규모하천에서의 원격하천유량 산정을 위해서는 등류기반 해석방법에 비해 비균일 하천단면에서의 부등류 현상을 모의할 수 있는 하폭기반 부등류 수면곡선의 시산 알고리즘이 유리한 것으로 판단된다.

• Journal of the Korean Geotechnical Society
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• v.34 no.12
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• pp.7-17
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• 2018

Test bed additional wall combined with PHC-W pile retaining wall has been constructed. To determine the dimensions of test bed additional wall, bending and shear tests of full scale core members of additional wall were tested. Basement additional walls utilizing PHC-W pile retaining wall, which were developed by modifying the cross-section of PHC piles, were classified into the composite additional wall and the non-composite additional wall. Their tests were conducted to obtain bending strength and shear strength of basement additional walls ultilizing PHC-W pile retaining wall. Since bending strengths and shear strengths of the composite additional wall and the non-composite additional wall were similar, it could be confirmed that the non-composite additional wall could be applied instead of the composite additional wall. Full-scale model additional wall was 200 mm thick, thus the thickness of additional wall combined with PHC-W pile retaining wall could be reduced by 100~200 mm.

• Fire Science and Engineering
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• v.32 no.4
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• pp.75-85
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• 2018

The Grenpell tower fire in England in June of 2016 is a representative example of damage caused by a vertical fire spreading through external insulation. Organic insulation materials, which are widely used in external insulation, have the disadvantage that they have good insulation performance but are vulnerable to fire. Aluminum composite panels are used as exterior wall finishing materials, and plastics used in aluminum are regarded as the cause of vertical fire spread. Due to the steel frame used to secure the aluminum composite panel to the outer wall, a cavity is formed between the outer wall and outer wall finish. When a fire occurs on the outer wall, the flammable outer wall as well as the flame generated from the heat-insulating material spreads vertically through the cavity, resulting in damage to people and property. In Korea, material unit performance tests are carried out by the Ministry of Land, Infrastructure and Transport notice 2015 - 744. However, in the UK, the BS 8414 test is used to measure the vertical fire spreading time on the outer wall in real scale fire tests. In this study, the risk of external wall fire was evaluated in an actual fire by conducting a real scale wall fire test (BS 8414), which was carried out in Europe, using aluminum composite panels of semi-noncombustible materials suitable for current domestic standards. The purpose of this study was to confirm the limitations of material unit evaluation of finishing materials and to confirm the necessity of introducing a system to prevent the spread of outer wall fire through an actual scale fire test.

• Journal of the Korea Concrete Institute
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• v.24 no.3
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• pp.225-232
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• 2012

This paper presents the test results on the shear performance of large-size reinforced concrete beams using recycled fine aggregate to evaluate its applicability to structural concrete. The performance of these beams is compared to that of similar beams casted with natural coarse and fine aggregates. All of the beam specimens without shear reinforcement had $400mm{\times}600mm$ rectangular cross section and a shear span ratio (a/d) of 5.0. Five concrete mixtures with different replacement levels of recycled fine aggregates (0, 30, 60, 70 and 100%) were used to obtain a nominal concrete compressive strength of 28MPa. The test results of load-deflection curve, shear deformation, diagonal cracking load, crack pattern, ultimate shear strength, and failure mode are examined and compared. In addition, code and empirical equations from KCI, JSCE, CSA, Zsutty, and MCFT were considered to evaluate the applicability of these equations for predicting shear strength of reinforced concrete beam with recycled fine aggregate. The results showed that the overall shear behavior of reinforced concrete beams incorporating less than 60% recycled fine aggregate was comparable with that of conventional concrete beam. The MCFT gave good prediction and other code equations were conservative in predicting the shear strength of the tested beams. The beam specimens with replacement of 70 and 100% of natural fine aggregates by recycled fine aggregates showed different failure mode than other tested beams.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.3
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• pp.114-120
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• 2017

In this paper, the effect of the masonry infill walls on the seismic performance of the reinforced concrete(RC) frames with non-seismic details was evaluated through the static test of an masonry infilled RC frame sub-assemblage with non-seismic details of real size, and comparison with the test results of the RC frame sub-assemblage with non-seismic details. As the test results, lots of cracks occurred on the surface of the entire frame due to the compression of the masonry infilled wall, and the beam-column joint finally collapsed with the expansion of the shear crack and buckling(exposure) of the reinforcement. On the other hand, the stiffness of the shear force-story drift relationship decreased due to the wall sliding crack and column flexural cracks, and the strength finally decreased by around 60% of the maximum strength. The damage that concentrated on the upper and lower parts of columns was dispersed in the entire frame such as columns, a beam, and beam-column joints due to the wall, and the specimen was finally collapsed by expansion of the shear crack of the joint, not the shear crack of the column. Also, the stiffness of RC frame increased by 12.42 times and the yield strength by 3.63 times, while the story drift at maximum strength decreased by 0.18 times.

• Korean Journal of Clinical Laboratory Science
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• v.47 no.4
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• pp.279-285
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• 2015

This study studied samples taken off surfaces at three sites (Unit chairs, light handles, cuspidors) of 19 dental hospitals and 28 clinics located in Gyeonggi-do and Incheon, South Korea. The bacterial contamination levels of surfaces were $44.82{\times}10^3CFU/mL$ in cuspidors, higher than in unit chairs ($5.47{\times}10^3CFU/mL$) and light handles ($16.28{\times}10^3CFU/mL$). The values were statistically higher at dental hospitals than at dental clinics, the greater number of patients being associated with the higher bacterial cell count in the cuspidors. The results of identifying the strains isolated purely from surfaces at dental clinic showed Gram positive 47.3% and Gram negative 52.7%. Among Gram positive, the most numberous bacteria were Micrococcus luteus (10.9%), Bacillus pumilus (3.6%), and Staphylococcus aureus (3.6%). Among Gram negative, the most numberous bacteria were Acinetobacter ursingii (5.5%), Brevundimonas diminuta (4.5%), Chryseobacterium (Flavo.) indologenes (CDC IIb) (4.5%), and Methylobacterium sp. (4.5%). This study measures the level of bacterial contamination and identifies the strains isolated in dental clinics. It recognizes the importance of infection control, and the results of the study may be considered as the basis for establishing specific plans for prevention of infection.

• Economic and Environmental Geology
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• v.53 no.3
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• pp.287-296
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• 2020

Mine Reclamation Project is being carried out with the aim of ensuring a sustainable green living and helping to develop eco-friendly mines by analyzing, removing and preventing the harmful factors. Mines developed during the japanese colonial period and mining boom period are still not repaired throughout the country, and from these scattered risks, public safety is worth pursuing as a top priority. The project that is close to public safety in the mine recalmation project is an emergency treatment, and the most widely used method is a filling method similar to the ground subsidence prevention. If dangerous mine cavity or tunnels are located in the mountains, charging with existing materials may not be possible, or unreasonable cases may occur, and new methods of technological development are required. Emergency actions should be carried out safely and efficiently to prevent the loss of precious people's lives on the hiking paths adjacent to dangerous mining sites. In these field conditions, urethane foam materials may be an alternative. In this study, the applicability of urethane foam materials in mining was reviewed through overseas cases. It was also tested on the appropriate depth of top soil for the protection of urethane foam materials through forest fire simulation test. The test result show that approximately 15cm of soil covering (recommended 20cm over) was suitable for maintaining the function of foam materials from forest fires.

• Journal of Korean Society of Steel Construction
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• v.19 no.5
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• pp.483-492
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• 2007

Pre-Engineering Building (PEB) system is one of the most economical structural systems. Tapered members can resist a maximum stress at a single location, whereas stresses of the rest of the members are considerably low. This results in appreciable savings both in terms of materials and construction costs. However, it was appreciated that special consideration would be required for certain aspects of this structural form. In particular, because of their slenderness, webs would buckle laterally and torsionally under the combined action of excessive axial, bending and shear forces. In this study, a total of four large-scale rafters with simple ends were tested. The main parameters were the width-thickness ratio of the web, the stiffener, and the flange brace. The purpose of this experiment is to evaluate the structural stability and to offer back-data on PEB design.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.102-102
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• 2016

일반적으로 수자원분야에서 사용되는 기초 자료 중 하나인 유량측정 성과는 설계홍수량 산정, 지점의 수위-유량 관계곡선식 산정 등 유역의 이 치수를 위한 설계나 장 단기 계획을 수립하기 위한 기초자료로서 사용되어지고 있으며, 2차원 및 3차원 수치해석을 위한 입력 자료로 사용되고 있다. 유량측정의 성과는 이렇듯 다양한 방면으로 활용되어지고 있는 반면 현재 국내에서는 측정의 성과에 대한 신뢰성을 나타낼 수 있는 지표가 제시되고 있지 않은 상황이다. ISO(International Organization for Standardization) 및 BIPM, IFCC 등 6개 기구는 공동으로 측정 불확도 산정 지침서(GUM, Guide to the expression of Uncertainty in Measurement, 1993)을 제시하였고, 최근 WMO에서는 GUM 표준안을 하천 유량 측정 불확도 산정방법으로 공인하고 있다(JCGM 100, 2008). 이에 따라 본 연구에서는 최근 유량 측정에 활발하게 사용되고 있는 ADCP의 유량 측정 성과에 대한 불확도를 GUM 표준안 기반으로 평가하고자 한다. ADCP의 측정 방법은 고정측정 방식이고, 유속-면적법으로 계산된 유량에 대한 측정 불확도를 평가하였다. 실험은 실규모에서 유량을 제어할 수 있는 건설기술연구원 하천실험센터에서 수행되었고, 사용된 유속 측정 장비는 SonTek사의 micro-ADV와 ADCP M9을 사용하였으며, ADV로 측정된 결과를 참값으로 가정한 후 실험 및 분석을 수행하였다. GUM 표준안 기반의 불확도 평가를 위해 사용된 관계식 및 불확도 요인들은 선행 연구들을 기반으로 하되, 본 실험을 통해 분석된 수치로 변경하여 최종적인 ADCP 유량 산정 불확도를 평가하였다. 본 연구에서는 고정측정 방식 ADCP의 유량 측정 결과를 GUM 표준안에 적용하여 불확도를 평가하였으며, 추가적인 연구를 진행하여 일반적으로 사용하고 있는 이동측정 방식 ADCP의 유량 측정 결과에 대한 불확도를 평가할 수 있을 것으로 기대되며, 이러한 결과는 설계 홍수량 산정이나 수위-유량 관계 곡선식 산정 등 다양한 분야에 적용할 수 있을 것으로 사료된다.

• Economic Analysis
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• v.27 no.2
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• pp.71-123
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• 2021

In this study, we present a methodology and model to estimate land prices and the value of land assets in North Korea in the absence of any data about land characteristics from North Korean authorities. Using this framework, we experimentally make market price-based estimates for land assets across the entire urban area of North Korea. First, we estimate the determinants of land prices in South Korea using data on market prices of land from the late 1970s, when it was estimated that the income level gap between South Korea and North Korea wasn't relatively large, and from the early 1980s, when urbanization levels in both of them were similar. Second, we calculate land prices and their relative ratios for each city and urban area in North Korea around 2015 by substituting proxy variables of determinants of land prices derived through a geographic information analysis of North Korea into the function of land prices that we have already estimated. Finally, we estimate the value of land assets in urban areas across North Korea by combining the ratio of housing transaction prices surveyed in several cities in North Korea with the relative prices estimated in this research. As a result, land prices in urban areas in North Korea, looking at the relative ratio of price by city, are estimated to be the highest, at 100.00, in Tongdaewon district of Pyongyang, and to be the lowest, at 1.70, in Phungso county, Ryanggang Province. Meanwhile, the value of land assets in urbanized areas was estimated at $21.6 billion in 2015, which was 1.2 to 1.3 times the GDP of North Korea that year. This ratio is similar to South Korea's in the 1978-1980 period, when the South Korean economy grew at an average rate of 6%. Considering North Korea's growth rate of about 1% in the 2013-2014 period, its ratio of land assets to GDP appears very high.