• 한국지반공학회논문집
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• 제16권1호
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• pp.19-30
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• 2000

앵커식 고정지지 널말뚝의 설계요소는 널말뚝의 최소 근입깊이, 앵커가 부담하여야 할 장력 및 널말뚝이 받는 최대 휨모멘트이다. 널말뚝 설계는 Rankine의 토압이론을 근거로 가정한 토압분포를 적용하여 변곡점을 중심으로 위쪽과 아래쪽을 나누어 단순보로 보는 Blum의 등가보법이 흔히 쓰이고 있다. 설계용도표가 개발되어 있으나 기하학적 조건과 지반조건의 제약으로 실무적으로 이용하기에 불편함이 있다. 본 논문에서는 이러한 불편함을 해소하기 위해 설계용 도표를 개발하였다. 또한 다양한 설계조건에 대하여 컴퓨터 프로그램으로 생성된 출력자료를 회귀분석하여 설계용 간편식을 제시하였다. 간편식은 설계과정을 단순화하고 오류를 줄이며 필산의 결과에 대한 검산으로도 활용할 수 있다.

• 대한토목학회논문집
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• 제7권2호
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• pp.59-68
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• 1987

본(本) 논문(論文)에서는 콘크리트의 파괴실험을 통하여 파괴거동을 규명하고 파괴에너지를 결정하였으며, 이로부터 파괴에너지 예측공식을 도출하였다. 콘크리트의 파괴실험은 3 점휨하중실험을 수행하였으며 초기균열길이에 따른 파괴거동과 파괴에너지의 변화특성을 규명하기 위하여 초기균열길이를 보깊이의 각각 0, 0.2, 0.4, 0.6 배로 하였다. 본 실험으로부터 하중-처짐곡선이 자동으로 기록되었으며, 이 하중-처짐곡선하의 면적이 콘크리트의 파괴에너지를 결정하기 위하여 이용되었다. 본 연구에서 도출된 파괴에너지 예측공식은 콘크리트구조물의 파괴해석을 위해 효과적으로 이용될 수 있으며, 파괴에너지가 콘크리트의 인장강도와 골재크기에 의존하고 있음을 나타내고 있다. 또한, 본 연구에서는 콘크리트보의 최대하중을 계산하기 위하여 소위 등가균열길이 개념용 고안하였으며, 이를 위하여 등가균열길이에 대한 예측공식을 제안하였다. 본 등가균열길이 개념은 R-curve 등(等)에 의하지 않고도 파괴하중을 계산할 수 있는 효과적인 개념으로 분석되고 있다.

• 대기
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• 제29권3호
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• pp.269-282
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• 2019

While it is important to obtain the accurate information on snowfall data due to the increase in damage caused by the heavy snowfall in the winter season, it is not easy to observe the snowfall quantitatively. Recently, snow measurements using a weighing precipitation gauge have been carried out, but there is a problem that high snowfall intensity results in low accuracy. Also, the observed snowfall data are sensitive depending on wind speed, temperature, and humidity. In this study, a new process of quality control for snow water equivalent (SWE) data of the weighing precipitation gauge were proposed to cover the low accuracy of snow data and maximize the data utilization. Snowfall data (SWE) observed by Pluvio, Parsivel, snow-depth meter using laser or ultrasonic, and rainfall gauge in Cloud Physics Observation Site (CPOS) were compared and analyzed. Applying the QC algorithm including the use of number of hydrometeor particles as reference, the increased SWE per the unit time was determined and the data noise was removed and marked by flag. The SWE data converted by the number concentration of hydrometeor particles are tested as a method to restore the QC-removed data, and show good agreement with those of the weighing precipitation gauge, though requiring more case studies. The three events data for heavy snowfall disaster in Pyeongchang area was analyzed. The SWE data with improved quality was showed a good correlation with the eye-measured data ($R^2$ > 0.73).

• 한국안광학회지
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• 제15권3호
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• pp.201-206
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• 2010

목적: 본 연구는 유치원생들을 대상으로 안광학 성분 값들과 굴절이상도 간의 상관성을 알아보고자 하였다. 방법: 대상자는 안질환이 없는 유치원생 80안으로 하였다. 굴절검사, 각막굴절력, 각막곡률반경, 안축장, 전방깊이를 검사하고 분석 하였다. 안축장과 각막 굴절력사이에서 가장 높은 상관성을 보였다(r=-0.674, p=0.000). 키, 몸무게, 안축장(AL)/각막곡률반경(CR)비가 안축장과 양의 상관성을 보였다(r=0.351, r=0.408, r=0.488). 굴절이상과 각막굴절력은 안축장과 음의 상관성을 보였다(r=-0.302, r=-0.674). 전방깊이, 각막굴절력은 AL/CR 비와 양의 상관성을 보였다(r=0.422, r=0.280). 굴절이상, 각막곡률반경은 AL/CR 비와 음의 상관성을 보였다(r=-0.448, r=-0.396). 결론: 취학 전 어린들에 있어서 눈의 굴절이상을 진단하는데 AL/CR 비가 매우 중요한 지표임을 알 수 있었다.

• 한국지진공학회논문집
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• 제11권4호
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• pp.65-77
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• 2007

Site response analyses were performed based on equivalent linear technique using shear wave velocity profiles of 162 sites collected around the Korean peninsula. The site characteristics, particularly the shear wave velocities and the depth to the bedrock, are compared to those in the western United States. The results show that the site-response coefficients based on the mean shear velocity of the top 30m ($V_{S30}$) suggested in the current code underestimates the motion in short-period ranges and overestimates the motion in mid-period ranges. The current Korean code based on UBC is required to be modified considering site characteristics in Korea for the reliable estimation of site amplification. From the results of numerical estimations, new regression curves were derived between site coefficients ($F_{a}\;and\;F_{v}$) and the fundamental site periods, and site coefficients were grouped based on site periods with reasonable standard deviations compared to site classification based on $V_{S30}$. Finally, new site classification system and modification of design response spectra are recommended considering geotechnical characteristics in Korea.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2001년도 추계학술대회 논문집
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• pp.97-102
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• 2001

This paper describes an investigation how to carry out model tests of deepwater moorings exceeding the basin depth range. A hybrid mooring model, a combination of mooring lines scaled model and a couple of linear springs, is taken into account as an equivalent substitute of a full depth mooring system. Such an idea is applied to the model test of an OTEC mooring system to be installed in 1000m deep ocean. A 1/25 scaled model test of surface vessel and the upper part of mooring system is performed at ocean engineering basin. Possibility and limitation of the hybrid mooring modeling is discussed.

• Advanced Composite Materials
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• 제18권1호
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• pp.1-20
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• 2009

This paper describes the results of experiments and numerical simulation studies on the impact and indentation damage created by low-velocity impact subjected onto honeycomb sandwich panels for application to the BIMODAL tram. The test panels were subjected to low-velocity impact loading using an instrumented testing machine at six energy levels. Contact force histories as a function of time were evaluated and compared. The extent of the damage and depth of the permanent indentation was measured quantitatively using a 3-dimensional scanner. An explicit finite element analysis based on LS-DYNA3D was focused on the introduction of a material damage model and numerical simulation of low-velocity impact responses on honeycomb sandwich panels. Extensive material testing was conducted to determine the input parameters for the metallic and composite face-sheet materials and the effective equivalent damage model for the orthotropic honeycomb core material. Good agreement was obtained between numerical and experimental results; in particular, the numerical simulation was able to predict impact damage area and the depth of indentation of honeycomb sandwich composite panels created by the impact loading.

• Radiation Oncology Journal
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• 제30권2호
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• pp.49-52
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• 2012

Purpose: To evaluate the effectiveness and safety of postoperative radiotherapy for the treatment of keloid scars administered immediately after Cesarean section. Materials and Methods: A total of 26 postpartum patients with confirmed keloids resulting from previous Cesarean sections received either 12 or 15 Gy radiotherapy. The radiotherapy was divided into three 6 MeV electron beam fractions administered during the postpartum period immediately following the final Cesarean section. To evaluate ovarian safety, designated doses of radiation were estimated at the calculated depth of the ovaries using a solid plate phantom and an ionization chamber with the same lead cutout as was used for the treatment of Cesarean section operative scars and a tissue equivalent bolus. Results: In total, the control rate was 77% (20 patients), while six (23%) developed focally elevated keloids (ranging from 0.5 to 2 cm in length) in the middle of the primary abdominal scar. Five patients experienced mild hyperpigmentation. Nonetheless, most patients (96%) were satisfied with the treatment results. The estimated percentage of the applied radiation doses that reached the calculated depth of the ovaries ranged from 0.0033% to 0.0062%. Conclusion: When administered during the immediate postpartum period, postoperative electron beam radiotherapy for repeated Cesarean section scars is generally safe and produces good cosmetic results with minimal toxicity.

• Computers and Concrete
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• 제6권6호
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• pp.451-472
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• 2009

Based on a numerical method to analyse the full-range behaviour of prestressed concrete beams with unbonded tendons, parametric studies are carried out to investigate the influence of 11 parameters on the curvature ductility of unbonded prestressed concrete (UPC) beams. It is found that, among various parameters studied, the depth to prestressing tendons, depth to non-prestressed tension steel, partial prestressing ratio, yield strength of non-prestressed tension steel and concrete compressive strength have substantial effects on the curvature ductility. Although the curvature ductility of UPC beams is affected by a large number of factors, rather simple equations can be formulated for reasonably accurate estimation of curvature ductility. Conversion factors are introduced to cope with the difference in partial safety factors, shapes of equivalent stress blocks and the equations to predict the ultimate tendon stress in BS8110, EC2 and ACI318. The same equations can also be used to provide conservative estimates of ductility of UPC beams with compression steel.

• 한국정보통신학회논문지
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• 제4권5호
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• pp.1157-1163
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• 2000

논문에서 우리는 한 대의 카메라 전면에 위치한 4개의 거울을 이용한 실질적인 스테레오 비젼 시스템을 제안한다. 스테레오 이미지는 한 대의 CCD 카메라 정면에 위치한 4개의 거울을 이용하여 좌/우 이미지가 절반씩 만들어진다. 3차원 공간에서 물체 위의 한 점은 4개의 거울로 인해 2개의 가상 점으로 변환된다. 전통적인 스테레오 비젼 시스템과 같이 2개 가상 점이 위치한 좌/우 이미지 사이의 변위는 물체 위의 점에 대 한 깊이와 직접 관련이 된다. 그러므로 이 시스템은 카메라가 한 대만 사용해 카메라 교정과 스테레오 이미지 획득에 큰 장점이 있다.