• 한국화재소방학회논문지
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• 제17권3호
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• pp.1-6
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• 2003

본 연구에서는 특정의 업무용 건축물에 대해서 화재 및 피난 시나리오를 선정하여 FAST 3.1.7(전실화재 예측), SIMULEX 32-bit(피난시간의 예측), JASMINE 3.25d(특정시간까지의 연기 유동성 평가)등의 S/W를 이용하여 이를 평가했으며 그 결과는 다음과 같다. Scenario #1 결과, 화재실에서 전실화재가 발생하지 않았고, 층 피난시간은 25.2 sec로 나타났으며 이때까지의 FAST 3.1.7결과에서 연기층은 2.4m를 기록, 연기유동성 평가에서도 재실자들은 연기의 피해(가시거리, 독성)없이 피난이 완료될 것으로 나타났다. Scenario #2 결과, 화재실에서 6 min 33.2 sec에 전실화재가 발생했으며, 수계산에 의한 피난시간은 5 min 23sec로 나타났다. 본 대상건물에 대해서 선정한 Scenario #1, #2 모두 인명안전설계는 적정하게 설계되었다고 판단된다.

• 한국산림과학회지
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• 제111권3호
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• pp.435-449
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• 2022

대면적 산림의 정확한 임분고 측정은 산림경영, 산림 탄소량 추정, 산림 생태계 관리를 위한 필수적인 지표인자로 다수의 국가에서 주기적인 현장조사를 수행하고 있다. 하지만, 현장조사는 많은 비용 및 시간 소요, 접근의 용이성이 낮은 지역의 조사의 기술적 한계성을 가지고 있다. 이를 극복하기 위한 대안으로 원격탐사 기술을 이용한 수고 및 임분고 추정 연구가 활발하다. 이에 본 논문에서는 해외 및 국내의 다양한 원격탐사기반 수고 및 임분고 추정 연구 사례를 분석하여 원격탐사기반 임분고 추정 연구의 동향을 크게 LiDAR기반, Stereo 및 SAR 이미지 점군(Image-based Point Clouds)기반, 원격탐사자료 융합기반 임분고 추정 모델로 나누어 살펴보았다. 또한, 대면적의 전국단위 산림 임분고 추정을 위한 원격탐사자료의 업스케일링(Upscaling) 기법의 사례 분석을 통해 향후 국내 산림환경 및 현황에 적합한 원격탐사기반 전국단위 산림 임분고 추정을 위한 방법의 발전 방향성을 고찰하였다.

• 한국수소및신에너지학회논문집
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• 제20권6호
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• pp.479-484
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• 2009

The effect of anode gas channel height on gas diffusion and cell performance in a 100 $cm^2$ class molten carbonate single cell is investigated. Single cell separators with three different channel height are used. The effect of the gas channel height on the distribution of the reactive gas concentration is evaluated by the two-dimensional concentration diffusion equation. The overpotential caused by concentration drop with different channel height is estimated by the voltage decay related to diffusion of reactants, well known as concentration polarization, using limiting current density. The estimation could have the possibility to identify the reactant mass transfer polarization in the complicate factors of the overall electrodes.

• 한국산림과학회지
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• 제80권2호
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• pp.187-192
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• 1991

임분재적(林分材積) 추정법(推定法)을 연구(硏究)하기 위하여 경기(京畿), 강원(江原), 충남북(忠南北), 전북(全北), 경북지방(慶北地方)의 낙엽송조사지(落葉松調査地) 380개소(個所)를 재래(在來)의 매목조사법(每木調査法)인 표준지법(標準地法)으로 조사(調査)하고, 그중 20개소(個所)에서 덴드로메타, 스피겔 릴라스코프, 텔레리라스코프를 이용(利用)하여 Plotless Sampling의 일종(一種)인 Strand법(法)으로 조사(調査)하여 분석(分析)한 결과(結果) 다음과 같은 결론(結論)을 얻었다. 1. 표준지법(標準地法)과 Strand법(法)에 의한 임분재적(林分材積) 추정결과(推定結果) 유의성(有意性)이 없었으며, 양방법(兩方法)은 Y=bx($b{\fallingdotseq}1$)의 관계(關係)가 있었다. 2. 기계(機械)와 측정자(測定者), 밀도(密度)와 기계(機械), 경사(傾斜)와 기계간(機械間)에도 유의성(有意性)이 없었다. 3. 임분재적(林分材積)에 깊은 관계(關係)가 있는 제일(第一) 큰 인자(因子)는 단면적(斷面績) 수고(樹高)이고, 다음으로 임분(林分) 형상고(形狀高), 평균수고(平均樹高), ha당(當) 단면적(斷面積)의 순(順)이었다. 4. 단면적(斷面積) 수고(樹高)에 의한 임분재적식(林分材積式)은 log V=-0.0375+0.8910 log GH -1.5946 1/GH 이었으며, 이 식(式)에 의하여 임분재적표(林分材積表)를 조제(調製)하였다. 5. 실측재적(實測材積)과 추정재적(推定材積) 관계(關係)도 Y=bx($b{\fallingdotseq}1$)의 관계(關係)가 있었고 추정오차율(推定誤差率)은 4.5%였다.

• 한국농공학회논문집
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• 제61권4호
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• pp.11-22
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• 2019

The objective of this study was to improve the cross-sectional area and height estimation method using stream width. Stream water levels should be calculated together to simulate inundation of agricultural land. However, cross-sectional survey data of small rural rivers are insufficient. The previous study has developed regression equations between the width and the cross-sectional area and between the width and the height of stream cross-section, but can not be applied to a wide range of stream widths. In this study, cross-sectional survey data of 6 streams (Doowol, Chungmi, Jiseok, Gam, Wonpyeong, and Bokha stream) were collected and divided into upstream, midstream and downstream considering the locations of cross-sections. The regression equations were estimated using the complete data. $R^2$ between the stream width and cross-sectional area was 0.96, and $R^2$ between width and height was 0.81. The regression equations were also estimated using divided data for upstream, midstream and downstream considering the locations of cross-sections. The range of $R^2$ between the stream width and cross-sectional area was 0.86 - 0.91, and the range of $R^2$ between width and height was 0.79 ? 0.92. As a result of estimating the cross-sections of 6 rivers using the regression equations, the regression equations considering the locations of cross-sections showed better performance both in the cross-sectional area and height estimation than the regression equations estimated using the complete data. Hydrologic Engineering Center - River Analysis System (HEC-RAS) was used to simulate the flood stage analysis of the estimated and the measured cross-sections for 50-year, 100-year, and 200-year frequency floods. As a result of flood stage analysis, the regression equations considering the locations of cross-sections also showed better performance than the regression equations estimated using the complete data. Future research would be needed to consider the factors affecting the cross-sectional shape such as river slope and average flow velocity. This study can be useful for inundation simulation of agricultural land adjacent to an unmeasured stream.

• 한국전문물리치료학회지
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• 제3권1호
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• pp.24-31
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• 1996

The purpose of this study was to determine which of several crutch-fitting techniques best predicts ideal crutch length. Ideal crutch length is defined as the length of the crutch, including accessories, obtained during stance when the crutch tip is 6 inches (15.2 cm) lateral and 6 inches(15.2 cm) anterior to the fifth toe and the axillary pad is 2.5 inches(6.4 cm) below the axillary fold. Forty four volunteers were measured for crutches using each of the following methods:(1) 77% of actual height, (2) actual height minus 40.6 cm, (3) actual height minus 45.7 cm, (4) olecranon to opposite third finger tip, (5) olecranon to opposite fifth finger tip, (6) 77% of arm span, (7) arm span minus 40.6 cm, (8) anterior axillary fold to heel plus 5.1 cm, (9) anterior axillary fold to heel plus 10.2 cm, (10) ideal crutch length. Of the techniques studied, the two involving anterior axillary fold to heel were found to be good predictors: anterior axillary fold to heel plus 5.1 cm and anterior axillary fold to heel plus 10.2 cm. Finally, two additional length estimates were derived using linear regression analyses. These estimates provided the best overall predictors based on anterior axillary fold to heel and actual height.

• 한국의류학회지
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• 제37권1호
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• pp.39-50
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• 2013

This study estimates the measurements required to make garments but omitted from Size Korea 2010. Before the estimation of the measurements, the differences of the measurement methods were reviewed through previous research related to clothing construction and various measurement protocols that include previous Size Korea 2010 projects and ISO. The research target was 308 females aged 20 to 30 who lived in Seoul and the surrounding Gyeonggi province. A total of 43 measurements were obtained by the direct measurement method and analyzed in this study. In addition, 17 measurements which differ from the measurement method were also measured directly. These 17 measurements items were waist height, waist back height, waist height natural indentation, body rise, rise length, waist back length 1 & 2, posterior shoulder length 1 & 2, arm length 1 & 2, upper arm circumference 1 & 2, elbow circumference 1 & 2, and waist circumference 1 & 2. To analyze the differences in measurements, the subjects were divided into 2 age groups (20's and 30's). The results were as follows: First, there were big differences in stature, waist height, shoulder length, total length, and neck shoulder point to breast points by age groups; however, there were no differences in 17 measurement (such as shoulder angles) by age groups. Second, it was determined that 'waist circumference 1 & 2', 'waist back length 1 & 2', 'arm length 1 & 2', 'elbow circumference 1 & 2', 'upper arm circumference 1 & 2' and 'body rise & rise length' had significant differences by measurement methods in the entire group as well as each age group. Third, the values of 8 measurements omitted from Size Korea 2010 were estimated using similar measurements. The results of the correlation analysis were utilized to select reasonable independent measurements. Finally, 10 regression equations were obtained by regression analysis; subsequently, these will be useful for estimation of omitted measurements in Size Korea 2010.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.2
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• pp.173-177
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• 2006

From the viewpoint of coastal hydrodynamics, one of the most important effects of global warming is a sea-level rise in coastal areas. In the present study, impacts on port facilities against sea-level rise were investigated. The sea-level rise causes the increase of the water depth, and it generates variations on the wave height, buoyancy, tidal system and nearshore current system and so on. The increase of water depth gives rise to the decrease of crown height of the structure and it causes increase of wave overtopping quantity. It may flood the port zone and its facilities, and may decrease harbor tranquility. It also leads to difficulties on navigation, mooring and loading/unloading at the port. Increase in water depth also causes increase of wave height in surf zone. This high wave makes structures unstable and may cause them to collapse during storm. In addition, increase in buoyant force due to sea-level rise also makes the gravity type structures unstable. Consequently, theses variations due to sea-level rise will cause functional deterioration of port facilities. In order to protect port facilities from the functional deterioration, reinforcement plan is required such as raising the crown height and increase in block weight and so on. Hence proper estimation method for the protection cost is necessary in order to protect port facilities efficiently. Moreover response strategies and integrated coastal zone management plan is required to maintain the function of port facilities. A simple estimation of cost for breakwaters in Korea was performed in the present study.

• Earthquakes and Structures
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• 제16권3호
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• pp.295-310
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• 2019

This study attempts to develop new simplified approximate formulas to predict the fundamental natural periods of vibration (T) for bearing wall systems engaged with special reinforced concrete shear walls (RCSW) under seismic loads. Commonly, seismic codes suggested empirical formulas established by regression analysis of measured T for buildings during earthquake motions. These formulas depend on structure type, building height, number, height and length of SW, and ratio of SW area to base area of structure. In this study, a parametric investigation is performed for T of 110 selected models of bearing RCSW systems with varying structural height, configuration of horizontal plans including building width, number and width of bays, presence of middle corridors and core SWs. For this purpose, a 3D non-linear response time history (TH) analysis is implemented using ETABS v16.2.1. New formulas to estimate T are anticipated and compared with those obtained from formulas of IBC 2012 and ASCE/SEI 7-10. Moreover, the study examines responses of an arbitrarily two selected test model of 60 m and 80 m in height with presence of SWs having middle corridors. It is observed that the performance of the tested buildings is different through arising of considerable errors when using codes' formulas for estimating T. Accordingly, using the present proposed formulas exhibits more reasonable and safer design compared to codes' formulas. The results showed that equitable enhancement is promising to improve T formulas approaching enhanced and accurate estimation of T with reliable analysis, design, and evaluation of bearing RCSW systems.

• 대한토목학회논문집
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• 제26권1D호
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• pp.203-209
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• 2006

SAR (Synthetic Aperture Radar) 는 긴 파장대의 전자기파를 사용하므로 날씨의 영향을 받지 않는다. 따라서 지구를 관측하는데 있어서 잇점을 갖고 있으므로 NASA는 SRTM (Shuttle Radar Topography Mission) 미션수행을 통해 지형정보를 획득하였다. 본 논문에서는 SRTM 데이터와 USGS의 NED (National Elevation Datasets) 데이터를 사용하였으며 두 데이터를 차분함으로써 식생수고도(vegetation height map)를 얻었다. 또한 차분값과 shape 파일에 포함된 식수년도의 비교를 통해 상관관계여부를 판단하고자 했다. 본 논문에서는 회귀분석을 통해 차분데이터와 식수년도 사이의 큰 상관관계가 존재함을 확인할 수 있었으며 결국 수령추정과 수령정보의 맵핑이 가능함을 보였다. 추가적으로 지역별 지형특성, 숲의 균일도 등에 의해 선형성이 영향을 받는지 관찰하였다. 결론적으로 본 논문에서는 차분영상으로부터 얻은 식생수령추정 모델이 지역의 기복의 영향을 받지만 여전히 높은 상관관계를 가지므로 충분히 유용할 수 있다는 것을 확인할 수 있었다.