• Structural Monitoring and Maintenance
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• 제5권3호
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• pp.363-377
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• 2018

The proper functioning of critical points on transport infrastructure is decisive for the entire network. Tunnels and bridges certainly belong to the critical points of the surface transport network, both road and rail. Risk management should be a holistic and dynamic process throughout the entire life cycle. However, the level of risk is usually determined only during the design stage mainly due to the fact that it is a time-consuming and costly process. This paper presents a simplified quantitative risk analysis method that can be used any time during the decades of a tunnel's lifetime and can estimate the changing risks on a continuous basis and thus uncover hidden safety threats. The presented method is a decision support system for tunnel managers designed to preserve or even increase tunnel safety. The CAPITA method is a deterministic scenario-oriented risk analysis approach for assessment of mortality risks in road tunnels in case of the most dangerous situation - a fire. It is implemented through an advanced risk analysis CAPITA SW. Both, the method as well as the resulting software were developed by the authors' team. Unlike existing analyzes requiring specialized microsimulation tools for traffic flow, smoke propagation and evacuation modeling, the CAPITA contains comprehensive database with the results of thousands of simulations performed in advance for various combinations of variables. This approach significantly simplifies the overall complexity and thus enhances the usability of the resulting risk analysis. Additionally, it provides the decision makers with holistic view by providing not only on the expected risk but also on the risk's sensitivity to different variables. This allows the tunnel manager or another decision maker to estimate the primary change of risk whenever traffic conditions in the tunnel change and to see the dependencies to particular input variables.

• 정보관리학회지
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• 제22권4호통권58호
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• pp.173-195
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• 2005

본 연구는 언어적 난이도에 영향을 주는 요인들로 텍스트수준점수 측정공식을 구성하는 방법론이 초등학교 텍스트는 물론 중고등학교 텍스트까지 확장 ·적용될 수 있는지 확인하고 텍스트가 확장됨에 따라 나타나는 새로운 특성을 설명할 수 있는 요인들을 규명하고자 한다. 초중고 텍스트 통합공식, 중고등학교 텍스트 전용공식, 초등학교 텍스트 전용공식을 구성하여 각 공식들의 특징을 비교한 결과 텍스트의 범위를 넓게 잡아 통합 공식을 구성하는 것보다는 소규모 집단으로 분리한 후 전용공식을 구성하는 것이 해당 집단의 특성을 잘 반영하는 우수한 공식을 도출할 수 있는 것으로 확인되었다. 중고등학교 텍스트의 점수를 측정하려면 단락내문장수요인, 문장수 $\cdot$ 단락수요인을 사용하고 초등학교 텍스트의 점수를 측정하려면 이형어절수요인, 이형어절수$\cdot$새어절출현비율요인을 사용하는 것이 효율적이었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.271-278
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• 1999

Soil filters are commonly used to protect the soil structures from eroding and piping. When filters are clogged by fine particles which are progressively accumulated, these may lead to buildup of excessive pore pressures also leading to instability in subsurface infrastructure. A filter in the backfill of a retaining wall, a filter adjacent to the lining of a tunnel, or a filter in the bottom of an earth dam can be clogged by transported fine particles. This causes reduction in the permeability, which in turn may lead to intolerable decreases in their drainage capacity. In this thesis, the extent of this reduction is addressed using results from both experimental and theoretical investigations. In the experimental phase, the permeability reduction of a filter is monitored when an influent of constant concentration flows into the filter (uncoupled test), and when the water flow through the soil-filter system to simulate an in-situ condition (coupled test), respectively. The results of coupled and uncoupled test are compared with among others. In the theoretical phase of the investigation, a representative elemental volume of the soil filter was modeled as an ensemble of capillary tubes and the permeability reduction due to physical clogging was simulated using basic principles of flow in cylindrical tubes. In general, it was found that the permeability was reduced by at least one order of magnitude, and that the results from the uncoupled test and theoretical investigations were in good agreement. It is observed that the amount of deposited particles of the coupled test matches fairly well with that of the uncoupled test, which indicates that the prediction of permeability reduction is possible by preforming the uncoupled test instead of the coupled test, and/or by utilizing the theoretical model.

• 전자공학회논문지
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• 제50권8호
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• pp.264-273
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• 2013

미래의 전쟁에서 인명 피해를 최소화하기 위한 방안으로 로봇의 중요성이 부각되고 있으며 최적으로 진화된 생물체를 모방하는 생체모방로봇에 대한 연구가 활발하게 추진되고 있다. 도마뱀 모방형 로봇은 협소한 지역에서 은밀한 접근 및 은닉을 필요로 하는 정찰 및 감시 등의 임무를 수행하기에 적합하다. 본 논문에서는 적외선 마커를 이용하여 도마뱀의 보행동작을 분석하였다. 쿠반 에놀의 관절 부위에 21 개의 마커를 부착하고 광학적 모션 캡쳐 장비를 사용하여 도마뱀의 보행 동작을 측정하였다. 측정된 데이터를 분석하여 펼친 자세로 속보로 보행하는 도마뱀의 걸음 동작을 분석하였다. 또한 도마뱀의 걸음새를 충실하게 구현 가능하도록 25 자유도를 갖는 기구학 모델을 제안하였으며 시뮬레이션을 통하여 모델링의 타당성을 확인하였다.

• 조명전기설비학회논문지
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• 제19권4호
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• pp.1-8
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• 2005

본 연구에서는 2차원적 유체 모델을 통하여 보다 실질적인 플라즈마를 이해하고자 하였으며, 기하학적인 방전전극 구조를 반영하도록 전극단에서 챔버 외벽의 거리를 변화시키면서 플라즈마의 특성을 정량적으로 비교 분석하고자 하였다. 방전 챔버의 구조로서, 전극의 반경과 방전 챔버의 높이는 일정하게 유지하면서 방전 챔버의 넓이를 변화시킴에 따라 형성되는 플라즈마의 특성을 분석하였다. 그 결과, 전극단과 챔버 외벽의 거리가 짧을수록 그 영역에서 전계가 강하게 형성되어, 외벽을 향하는 각 입자들의 움직임도 매우 활발하다는 것을 알 수 있었다. 또한, 전각단과 외벽과의 거리가 짧을수록 전극 면상에서 형성되는 입자들의 수밀도와 유속의 변화가 일정하게 형성되는 것을 알 수 있었다. 이러한 결과는 웨이퍼의 대구경화에 따른 플라즈마의 균일성을 고려할 경우에 매우 효과적일 것으로 고려되어 진다.

• 한국환경보건학회지
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• 제42권3호
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• pp.160-168
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• 2016

Objectives: Materials coming into contact with food may result in the migration of chemical substances into the food. To protect consumers from exposure, Regulation (EU) No. 10/2011 specifies the use of standard migration tests. Polyethylene terephthalate (PET), widely used for food packaging materials, has drawn the attention of researchers because unwanted migration of PET into food might occur when consumers reuse packaging material. The aim of this study was to predict and develop a migration model for two components, acetaldehyde and butyraldehyde in PET, into food simulants under conditions of changing pH and solvents, such as those observed in fermented foods like kimchi or sauerkraut. Methods: Using a migration model based on Fick's second law of diffusion in one dimension, the migration of acetaldehyde and butyraldehyde from PET into a simulant of fermented food at $20^{\circ}C$ over 10 days was evaluated. The simulant for fermented food was modelled as 10% ethanol for three days, followed by 3% acetic acid for seven days. Results: The migration of acetaldehyde into the 10% ethanol was 0.36 times that of a simulated fermented food system, while that of butyraldehyde was 1.34 times greater. These results may have been influenced by the chemical interactions among the migrants, polymers and simulants, as well as by the solubilities of the migrants in polymers and simulants. Conclusion: Because food simulants have a limited capacity to mimic real food systems under the current migration model, an appropriate simulant and migration test should be considered in the case of increasing acidity. Furthermore, since the accuracy of the worst-case estimation of migration predicted by the current model is severely limited under changing food conditions, food simulants and their interactions should be further investigated with respect to conservative migration modelling.

• 한국안전학회지
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• 제35권2호
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• pp.100-110
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• 2020

Recently, the frequency of typhoon and torrential rain due to climate change is increasing. In addition, the upsurge in the complexity of urban sewer network and impervious surfaces area aggravates the inland flooding damage. In response to these worsening situations, the central and local governments are conducting R&D tasks related to predict and mitigate the flood risk. Researches on the analysis of inundation in urban areas have been implemented through various ways, and the common features were to evaluate the accuracy and justification of the model by comparing the model results with the actual inundation data. However, the evaluation procesure using available urban flooding data are not consistent, and if there are no quantitative urban inundation data, verification has to be performed by using press releases, public complaints, or photos of inundation occurring through 'CCTV'. Because theses materials are not quantitative, there is a problem of low reliability. Therefore, this study intends to develop a comparative analysis procedure on the quantitative degree and applicability of the verifiable inundation data, and a systematic framework for the performance assessment of urban flood analysis model was proposed. This would contribute to the standardization of the evaluation and verification procedure for urban flooding modelling.

• Smart Structures and Systems
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• 제14권5호
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• pp.785-809
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• 2014

In this paper, an Adaptive nerou-based inference system (ANFIS) is being used for the prediction of shear strength of high strength concrete (HSC) beams without stirrups. The input parameters comprise of tensile reinforcement ratio, concrete compressive strength and shear span to depth ratio. Additionally, 122 experimental datasets were extracted from the literature review on the HSC beams with some comparable cross sectional dimensions and loading conditions. A comparative analysis has been carried out on the predicted shear strength of HSC beams without stirrups via the ANFIS method with those from the CEB-FIP Model Code (1990), AASHTO LRFD 1994 and CSA A23.3 - 94 codes of design. The shear strength prediction with ANFIS is discovered to be superior to CEB-FIP Model Code (1990), AASHTO LRFD 1994 and CSA A23.3 - 94. The predictions obtained from the ANFIS are harmonious with the test results not accounting for the shear span to depth ratio, tensile reinforcement ratio and concrete compressive strength; the data of the average, variance, correlation coefficient and coefficient of variation (CV) of the ratio between the shear strength predicted using the ANFIS method and the real shear strength are 0.995, 0.014, 0.969 and 11.97%, respectively. Taking a look at the CV index, the shear strength prediction shows better in nonlinear iterations such as the ANFIS for shear strength prediction of HSC beams without stirrups.

• 한국컴퓨터산업학회논문지
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• 제7권4호
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• pp.447-454
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• 2006

1980년 이후로 치매, 파킨슨병, 운동신경질환 등 뇌질환 발생률이 급증하고 있으며 영국, 미국, 일본, 독일, 스페인의 발생률을 조사한 결과, 알츠하이머병을 포함한 치매 사망률이 남성경우 3배 이상 증가했고, 파킨슨병과 운동신경질환 등 뇌질환 사망률은 남녀가 약 50%씩 늘어난 것으로 나타났다. 유전적 이유로 보면 DNA변화로 추측되나 이에 대한 입증은 수백년이 걸리므로 실제 원인은 환경적 요인일 수 밖에 없다. 특히, 우려할 것은 급속히 증가하는 노인인구로 인한 노인성 질환 및 뇌질환의 대책이 무엇보다 요구되는 우리실정으로 발병하면 치료가 어렵고, 후유증이 심각하므로 무엇보다 예방이 중요하다. 위험인자와 발생위험을 조기에 알아낼 수 있도록 뇌혈관을 수시로 자가검사가 가능한 Cerebrovascular Ultrasonogram (뇌혈관 초음파)를 구현하여 특성 시험과 모델링화 하여 성능의 우수성을 입증하여 정리하였다. 차후 시스템을 보완하면 다른질병의 뇌질환 환자에도 적용이 될 것이고, 본 연구에서는 시제품을 직접 제작하여 비정형화 특성을 연구하고 접근해 보고자 노력하였다.

• Earthquakes and Structures
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• 제8권5호
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• pp.1255-1276
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• 2015

The importance of considering soil-structure interaction effect in the analysis and design of RC frame buildings is increasingly recognized but still not penetrated to the grass root level owing to various complexities involved. It is well established fact that the soil-structure interaction effect considerably influence the design of multi-storey buildings subjected to lateral seismic loads. The shear walls are often provided in such buildings to increase the lateral stability to resist seismic lateral loads. In the present work, the linear soil-structure analysis of a G+5 storey RC shear wall building frame resting on isolated column footings and supported by deformable soil is presented. The finite element modelling and analysis is carried out using ANSYS software under normal loads as well as under seismic loads. Various load combinations are considered as per IS-1893 (Part-1):2002. The interaction analysis is carried out with and without shear wall to investigate the effect of inclusion of shear wall on the total and differential settlements in the footings due to deformations in the soil mass. The frame and soil mass both are considered to behave in linear elastic manner. It is observed that the soil-structure interaction effect causes significant total and differential settlements in the footings. Maximum total settlement in footings occurs under vertical loads and inner footings settle more than outer footings creating a saucer shaped settlement profile of the footings. Each combination of seismic loads causes maximum differential settlement in one or more footings. Presence of shear wall decreases pulling/pushing effect of seismic forces on footings resulting in more stability to the structures.