• 한국작물학회:학술대회논문집
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• 한국작물학회 2017년도 9th Asian Crop Science Association conference
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• pp.316-316
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• 2017

The objective of this study is to estimate quantitatively soil salinity and soil loss at upland soils in agriculture land region in Saemangeum reclaimed land on the south Korea coasts. Soil loss and soil salinity are the most critical problem at reclaimed tidal saline soil in Korea. The several thematic maps of research area such as land cover map, topographic and soil maps, together with tabular precipitation data used for soil erosion and soil salinity calculation. Meteorological data were measured directly as air temperature, wind speed, solar radiation, and precipitation. The experiment was conducted 2% sloped lysimeter ($5.0m{\times}20.0m$) with 14 treatments and it were separated by low salinity division (LSD) and high salinity division (HSD) install. The cation content in ground water increased during time course, but in the case of land surface water the content was variable, and $K^+$ was lower than that of $Na^+$ and $Mg^{2+}$. At the LSD under rainproof condition, the salinity was directly proportional to soil water content, but at the HSD the tendency was no reversed. In condition of rainproof, the amount of soil salinity was higher at the HSD than at the LSD. Positive correlation was obtained between the soil water content and available phosphorous content at the rainfall division, but there was no significance at the surface soil of the rainproof division. Sodium adsorption ratio and anion contents in soil were repressed in the order of vinyl-mulching > non-mulching > bare field. According to the result of analyzing soil loss, soil loss occurred in a vinyl-mulching, a non-mulching and a bare field in size order, and also approximately 11.2 ton/ha soil loss happened on the reclaimed land area. The average soil loss amount by the unit area takes place in a non-mulching and bare field a lot. Our results indicate that soluble salt control and soil erosion are critical at reclaimed tidal saline soil and the results can provide some useful information for deciding management plans to reduce soil loss and salt damage for stable crop production and diverse utilization or cultivation could be one of the management options to alleviate salt damage at reclaimed tidal saline soil in Korea.

• 대기
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• 제17권2호
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• pp.159-169
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• 2007

A comparison of the three land cover data sets (United States Geological Survey: USGS, International Geosphere Biosphere Programme: IGBP, and University of Maryland: UMd), derived from 1992-1993 Advanced Very High Resolution Radiometer(AVHRR) data sets, was performed over the Asian continent. Preprocesses such as the unification of map projection and land cover definition, were applied for the comparison of the three different land cover data sets. Overall, the agreement among the three land cover data sets was relatively high for the land covers which have a distinct phenology, such as urban, open shrubland, mixed forest, and bare ground (>45%). The ratios of triple agreement (TA), couple agreement (CA) and total disagreement (TD) among the three land cover data sets are 30.99%, 57.89% and 8.91%, respectively. The agreement ratio between USGS and IGBP is much greater (about 80%) than that (about 32%) between USGS and UMd (or IGBP and UMd). The main reasons for the relatively low agreement among the three land cover data sets are differences in 1) the number of land cover categories, 2) the basic input data sets used for the classification, 3) classification (or clustering) methodologies, and 4) level of preprocessing. The number of categories for the USGS, IGBP and UMd are 24, 17 and 14, respectively. USGS and IGBP used only the 12 monthly normalized difference vegetation index (NDVI), whereas UMd used the 12 monthly NDVI and other 29 auxiliary data derived from AVHRR 5 channels. USGS and IGBP used unsupervised clustering method, whereas UMd used the supervised technique, decision tree using the ground truth data derived from the high resolution Landsat data. The insufficient preprocessing in USGS and IGBP compared to the UMd resulted in the spatial discontinuity and misclassification.

• 한국산림과학회지
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• 제88권3호
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• pp.309-319
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• 1999

본 연구는 산림 시업에 따른 풍치 관리 정보를 파악하고자 수행하였다. 대상 임분은 현재 산림무육작업 요구도가 높은 낙엽송 인공림을 대상으로 하였다. 촬영된 임분 사진의 모의조작을 통하여 산림작업별로 구분된 35매의 임분 경관이 이용되었다. 각 경관은 신뢰성 검정을 통해 얻은 3개 집단, 전체 593명의 평가 자료를 이용하여 분석하였다. 시각 선호도 평가는 1 - 10 point 평점값을 이용하였다. 이들 평점값의 보정은 RMRATE의 SBE 분석 프로그램을 통해 실시되었다. 시각 선호도와 이미지 척도와의 관련 정도를 비교하기 위해 13매의 간벌 임분을 대상으로 어의 구별척을 이용하여 공간 이미지를 측정하였다. 일반적으로 무육 전의 자연 임분 보다는 작업 후의 쾌적하고 질서 정연한 임분을 높게 선호하고 있었다. 시각 선호도는 나지 면적과 폐잔재 면적이 증가할수록 감소하였으며 임목 밀도, 지하고, 지피식생과 높은 관련이 있었다. 소규모 개별지의 벌구 모양은 곡선보다는 직선 모양을 선호하고 있었다. 시각 선호도는 응답자의 사회경제적 변수에 따라 유의적 차이가 있었다. 연구 결과들은 산림풍치관리를 위한 시업 수행 방법을 제시하고 있다.

• 한국안전학회지
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• 제28권3호
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• pp.56-62
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• 2013

The occurrence of the ventricular fibrillation is directly dependent on the magnitude and duration of the current. The current which flows through the human body is proportional to the touch voltage applied across the body and is in inverse proportion to the impedances in the circuit. The circuit impedances consist of human body impedance, line impedance, equipment impedance, earth terminal impedance and impedance of shoes which a person put on. The impedance of shoes greatly affect the severity of the electric accidents. The human body impedances relevant to the contact areas, contact conditions, current paths and touch voltages are already determined in the IEC 60479-1. However, the impedance of shoes is ignored or substituted by a simple value because of the absence of the sufficient data. For example, the impedance of shoes plus ground contact resistance is postulated to be $1,000{\Omega}$ in the IEC 61200-612. In IEEE 80, the shoe resistance plus ground contact resistance is assumed to be bare foot with ${\rho}/4b{\Omega}$. In this paper, we measured and analyzed the impedance of shoes with respect to conditions such as applied weight, environment variables and voltages. The results showed that the impedance of shoes is dependent on environment variables regardless of the types of shoes. Most of shoes showed the correlation with the applied force, whereas a few shoes showed characteristics related to the applied voltage. In terms of severity of electric shock, one thirds of test samples indicated to be dangerous in saltwater conditions.

• Structural Engineering and Mechanics
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• 제76권3호
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• pp.421-433
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• 2020

Masonry infills are normally considered as non-structural elements in design practice, therefore, the interaction between the bounding frame and the strength contribution of masonry infills is commonly ignored in the seismic analysis work of the RC frames. However, a number of typical RC frames with irregular distributed masonry infills have suffered from undesirable weak-story failure in major earthquakes, which indicates that ignoring the influence of masonry infills may cause great seismic collapse risk of RC frames. This paper presented the investigation on the risk of seismic collapse of RC frames with irregularly distributed masonry infills through a large number of nonlinear time history analyses (NTHAs). Based on the results of NTHAs, seismic fragility curves were developed for RC frames with various distribution patterns of masonry infills. It was found that the existence of masonry infills generally reduces the collapse risk of the RC frames under both frequent happened and very strong earthquakes, however, the severe irregular distribution of masonry infills, such as open ground story scenario, results in great risk of forming a weak story failure. The strong-column weak-beam (SCWB) ratio has been widely adopted in major seismic design codes to control the potential of weak story failures, where a SCWB ratio value about 1.2 is generally accepted as the lower limit. In this study, the effect of SCWB ratio on inter-story drift distribution was also parametrically investigated. It showed that improving the SCWB ratio of the RC frames with irregularly distributed masonry infills can reduce inter-story drift concentration index under earthquakes, therefore, prevent weak story failures. To achieve the same drift concentration index limit of the bare RC frame with SCWB ratio of about 1.2, which is specified in ACI318-14, the SCWB ratio of masonry-infilled RC frames should be no less than 1.5. For the open ground story scenario, this value can be as high as 1.8.

• 대한원격탐사학회지
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• 제36권6_2호
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• pp.1567-1577
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• 2020

시가화 지역 토지피복분류는 도시계획 및 관리에 활용된다. 따라서, 시가화 지역에 대한 분류 정확도 향상 연구는 중요하다고 할 수 있다. 본 연구에서는 고해상도 위성영상인 KOMPSAT-3A을 기계학습 중 Support Vector Machine(SVM)과 Artificial Neural Network(ANN)을 기반으로 시가화지역 분류를 진행하였다. 훈련 데이터 구축과정에서 25 m 격자를 기반으로 훈련 지역을 구분하여 영상을 학습하였으며, 학습된 모델을 활용하여 테스트 지역을 분류하였다. 검증과정에서 250개의 GTP를 활용하여 오차 행렬을 통한 결과를 제시하였다. SVM 4가지 기법과 ANN 2가지 기법 중 SVM Polynomial Model이 가장 높은 정확도인 86%를 나타냈다. Ground Truth Points(GTP)를 활용하여 두 개의 모델을 비교하는 과정에서, SVM 모델은 전체적으로 ANN 모델보다 효과적으로 KOMPSAT-3A 영상을 분류하였다. 건물, 도로, 식생, 나대지 4가지 클래스 분류 중 건물이 가장 낮은 분류정확도를 보여주었으며, 이는 고층건물에 따른 건물 그림자에 의한 오분류가 주요 원인으로 나타났다.

• 한국지형학회지
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• 제20권3호
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• pp.95-107
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• 2013

한라산 아고산대 표고 1,710m 지점의 나지에서 동결기를 중심으로 212일간 지상 55cm 높이의 기온과 지중 2cm, 10cm 및 20cm 깊이의 지온을 관측하여 주빙하성 지형형성환경을 조사하였다. 관측기간의 평균기온은 $-0.1^{\circ}C$이며, 깊이별 평균지온은 2cm $1.8^{\circ}C$, 10cm $2.6^{\circ}C$, 20cm $3.2^{\circ}C$이다. 2cm 깊이에서는 1월부터 3월까지 영하의 월평균지온이 관측되었으나 다른 깊이에서는 출현하지 않았다. 동결융해 사이클의 출현횟수는 55cm 높이에서 72회인 반면 지중 2cm 깊이에서 17회, 10cm 깊이에서 8회, 20cm 깊이에서 3회로 지중으로 내려가면서 크게 감소하였다. 지상과 2cm 깊이에서의 동결융해는 일일 주기가 탁월한 반면 10cm와 20cm 깊이에서는 수일 주기로 출현하였다. 또한 2cm 깊이에서 12월 중순~4월 중순, 10cm 깊이에서 2월 말~4월 중순, 20cm 깊이에서 4월 초순~중순에 일평균지온이 대체로 $0^{\circ}C$ 밑으로 내려가는 계절적 동결기가 출현하였다. 관측지점은 1월부터 4월 초순까지 55cm 이상의 눈으로 덮여 있다가 4월 16일에 전부 사라졌다. 12월 하순 2cm 깊이에 형성된 계절적 동토층은 적설의 단열효과로 인하여 3월 말~4월 초에 10cm 깊이에 도달하였다. 4월 7일부터 14일까지 깊이 20cm를 넘는 최대동결심을 보이나 이후 급속하게 융해되어 17일 이후 계절적 동토층은 출현하지 않았다. 융해진행기에도 잔설이 남아 있는 관측지점에는 융해진행기보다 동결진행기에 주빙하 프로세스가 더 탁월하게 진행되며, 일주기성 동결융해 사이클의 발생심도와 최대동결심을 고려하면 한라산 아고산대의 사면물질이동은 주로 동상포행에 의해 발생한다.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2005년도 추계종합학술대회
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• pp.521-524
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• 2005

In order to measure ECG in daily life, a new ECG measurement method on bed was developed. The provided method does not require any direct conductive contact between the instrument and bare skin, so that it does not cause the uncomfortable feel of touch and the possible skin trouble which are typical shortcomings of the conventional conductive contact ECG measurement. The provided method utilized an array of high-input-impedance active electrodes fixed on the mattress and an indirect-skin-contact ground made of a large conductive textile sheet and laid on lower area of the mattress. A thin cotton bedcover covered the mattress, the electrodes, and the conductive textile and subjects lay on the mattress over the bedcover. ECG was obtained successfully. However its signal quality is lower and the motion artifact is larger than direct-contact measurement. Careful measurement setup was needed to reduce the motion artifact originated from variation in static electricity. From the ECG obtained by the provided method, R-peak could be discriminated easily and the information about the position and the posture of the subject could be obtained.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2007년도 정기총회 및 학술발표대회
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• pp.211-214
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• 2007

The purpose of this study was to establish the basic information for natural drainage capacity assessment in urban area. We sorted midium watershed of Han river and Nak-dong river, and selected 30 rainfall events during 1995 to 2000 according to high level of damage. The inundated area showed high watershed slope about 25% and it indicated the greatest damage around the watershed located in 200-300m of altitude. Besides, the great damage by inundation was occurred in the mountainous agriculture region, where the forest scale was high and the urbanization was being progressed gradually. However, inundated area was small in case of grassland, water tone such as riparian area, bare ground and wetland. Moreover, the inundated area was different according to river shape and characteristics of river distribution such as the density of the stream order, conservation constant of the river system, and the number of undulations in the watershed. Therefore, it showed that land use, river shape and distribution characteristics of stream influence on inundation.

• Earthquakes and Structures
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• 제9권4호
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• pp.735-752
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• 2015

The effectiveness of seismic retrofitting of RC-frame buildings by converting selected bays into new walls through infilling with RC walls was studied experimentally using a full-scale four-storey model tested with the pseudo-dynamic (PsD) method. The frames were designed and detailed for gravity loads only using different connection details between the walls and the bounding frame. In order to simulate the experimental response, two numerical models were formulated differing at the level of modelling. The purpose of this paper is to illustrate the capabilities of these models to simulate the experimental nonlinear behaviour of the tested RC building strengthened with RC infill walls and comment on their effectiveness. The comparison between the capacity, in terms of peak ground acceleration, of the strengthened frame and the one of the bare frame, which was obtained numerically, has shown a five-fold increase.