• 한국기계가공학회지
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• 제21권3호
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• pp.29-35
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• 2022

When a vehicle is driven off a road surface, the deformations of the road surface and tire are combined. Consequently, the dynamic behavior of wheel movement becomes difficult to predict and control. Herein, we propose a tire test bed to capture the dynamic behavior of tires moving on sand and soil. Based on this study, it is discovered that the slip rate can be controlled, and the vertical force can be measured using a load cell. The test results show that this test bed can be useful for capturing the dynamic behavior of the tire and validating dynamic simulations. In fact, the tire test bed developed in this study can be used to verify the results of computer simulations. In addition, it can be used for basic experiments pertaining to the speed control of unmanned autonomous vehicles.

• 한국지진공학회논문집
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• 제27권4호
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• pp.181-186
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• 2023

In this study, considering the expansion/contraction behavior of the upper structure at all times and the abnormal behavior of the receiving friction elements that allow horizontal movement during earthquakes, a port receiving test body simulating the protrusion of the friction elements was created and the modulus performance was evaluated. In order to confirm the influence of the friction element's projection, the friction element's degree of separation was divided into four stages, and the shear behavior of the test specimen and the friction coefficient were confirmed. As a result of the experiment, it was found that the friction load increases as the protrusion degree of the friction element increases. On the other hand, as the degree of protrusion of the coefficient of friction increases, the coefficient of friction also increases. It was confirmed that damage to the friction elements during use increases the coefficient of friction, hinders smooth expansion and contraction of the upper structure, and causes stress concentration at the fixed-end support.

• 한국정보통신학회논문지
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• 제18권5호
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• pp.1073-1079
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• 2014

현재 가장 각광 받고 있는 기술 중 하나는 빅 데이터라 할 수 있다. 또한 빅 데이터와 더불어 이미 우리 생활에 널리 퍼져있는 기술은 GPS이다. 이러한 빅 데이터 기술과 GPS 데이터를 기반으로 본 논문에서는 특정 대상의 이동경로와 패턴을 분석하고자 한다. 특정 대상은 한 대학교의 대학생을 중점으로 하고 대학생들의 성별과 학년 및 날씨, 요일 등으로 분류하여 GPS 데이터를 수집한다. 수집한 빅 데이터는 이동경로, 이동시간, 반복적인 행동 패턴 등으로 분석을 실시하고 이를 시각화 한다. 분석방식은 수집된 데이터를 각 목적에 맞게 분류해 내고 타 데이터와의 연계성을 파악하여 원하는 결과 값을 얻는 방식으로 연구를 진행하였다. 본 연구를 바탕으로 향후 보다 신뢰성 있는 데이터 결과를 도출할 것이며 이를 위해 추가적으로 폭 넓은 정보를 수집할 것이다. 계절, 시간, 혈액형, 직업 등의 데이터를 추가하여 발전 된 방향으로 연구할 것이다.

• 한국조경학회지
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• 제34권3호
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• pp.32-40
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• 2006

We investigated space establishment and land use of children's parks by studying movement of users in and out of the parks with a questionnaire survey, video and analysis, and then analyzed the characteristics of how the facilities and the space of the parte are used. The results are as follows. First, when considering the character of the facilities of children's parks, entertainment facilities should receive priority followed by those for relaxation and those for convenience. When considering the position of facilities in the parks, because activity spaces may have similar functions to multi-purpose paved spaces, common use of these two spaces should be considered. Entrances and lines of movement should be kept in mind. Second, when considering the surrounding land uses, in case a play facility at a large-sized complex or an elementary school is adjacent, the exercise facilities may be more important, followed by play and rest facilities. In case there is a broad path around the parte, the way in which movement occurs into the central axis should be considered so that the other side of the broad way is not included in the children's play space. Third, proper control of roads adjacent to the parse is needed to protect children from danger.

• 대한인간공학회지
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• 제34권5호
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• pp.377-399
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• 2015

Objective: The aim of this study is to understand and identify the critical issues in vision research area using content analysis and network analysis. Background: Vision, the most influential factor in information processing, has been studied in a wide range of area. As studies on vision are dispersed across a broad area of research and the number of published researches is ever increasing, a bibliometric analysis towards literature would assist researchers in understanding and identifying critical issues in their research. Method: In this study, content and network analysis were applied on the meta-data of literatures collected using three search keywords: 'visual search', 'eye movement', and 'eye tracking'. Results: Content analysis focuses on extracting meaningful information from the text, deducting seven categories of research area; 'stimuli and task', 'condition', 'measures', 'participants', 'eye movement behavior', 'biological system', and 'cognitive process'. Network analysis extracts relational aspect of research areas, presenting characteristics of sub-groups identified by community detection algorithm. Conclusion: Using these methods, studies on vision were quantitatively analyzed and the results helped understand the overall relation between concepts and keywords. Application: The results of this study suggests that the use of content and network analysis helps identifying not only trends of specific research areas but also the relational aspects of each research issue while minimizing researchers' bias. Moreover, the investigated structural relationship would help identify the interrelated subjects from a macroscopic view.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1988년도 학술세미나 강연집
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• pp.3-67
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• 1988

Model studies on the response of homgeneous earth embankment dams subjected to strike-slip fault movement have been penomed via centrifuge and finite element analysis. The centrifuge model tests have shown that crack development in earth embankment experiences two major patters: shear failure deep inside the embankment and tension failure near the surface. The shear rupture zone develops from the base level and propagates upward continuously in the transverse direction but allows no open leakage chnnel. The open tensile cracks develop near the surface of the embankment, but they disappear deep in the embankment. The functional relationship has been developed based on the results of the centrifuge model tests incorporating tile variables of amount of fault movement, embankment geometry, and crack propagation extent in earth des. This set of information can be used as a guide line to evaluate a "transient" safety of the duaged embankment subjected to strike-slip fault movement. The finite element analysis has supplemented the additional expluations on crack development behavior identified from the results of the centrifuge model tests. The bounding surface time-independent plasticity soil model was employed in the numerical analysis. Due to the assumption of continuum in the current version of the 3-D FEM code, the prediction of the soil structure response beyond the failure condition was not quantitatively accurate. However, the fundamental mechanism of crack development was qualitatively evaluated based on the stress analysis for the deformed soil elements of the damaged earth embankment. The tensile failure zone is identified when the minor principal stress of the deformed soil elements less than zero. The shear failure zone is identified when the stress state of the deformed soil elements is at the point where the critical state line intersects the bounding surface.g surface.

• 한국화재소방학회논문지
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• 제28권1호
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• pp.31-36
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• 2014

최근 건축물의 화재 및 피난안전성능을 향상시키기 위한 성능위주설계가 법제화됨에 따라 다양한 피난해석 프로그램을 이용한 안전성 평가가 이루어지고 있다. 일반적으로 피난해석 프로그램의 경우, 연기농도에 따른 이동속도변화 및 유독가스에 의한 독성효과를 적용함으로써 화재 시 재실자의 피난특성 분석이 가능하다. 하지만, 화재에 대한 임의의 설정을 하지 않는 경우 화재주변에서 피난을 하지 않거나 화재 위로 이동을 하는 등의 비현실적인 결과를 예측한다. 그러므로 본 연구에서는 화재로부터 발생하는 복사열에 의해 피난자가 화재를 피해 이동할 수 있도록 복사열 반발력을 정의하였다. 또한 복사열 반발력을 고려할 수 있도록 Helbing의 이동모델을 개선함으로써 기존 이동모델과 비교하였다. 수치해석결과 모든 피난자가 복사열 반발력에 의해 화재를 우회하여 이동하고, 한계 복사열유동의 최대값인 $2.4kW/m^2$에 도달하지 않는 것을 통해 개선모델의 신뢰도를 확인하였다.

• 복식문화연구
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• 제24권4호
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• pp.399-416
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• 2016

The purpose of this study was to investigate students' satisfaction with, perceived ease of movement of, and perceived fit of high school girls' uniforms according to the uniform design. "P" high school, with a one-piece dress-type uniform, and "H" high school, with a two-piece type uniform, were selected for this study. Sixty-five female students from each school participated in the study. The questionnaire was composed of 21 questions about the school uniforms' purchase behavior, design, fit, ease of movement, and modification and participants' demographic information. Students from both schools were generally satisfied with the uniform design. However, in the open-ended response section, many "P" high school students responded that the fact that the one-piece dress pulled up when sitting or raising the hand made it uncomfortable. On the other hand, "H" high school students responded that the skirt was uncomfortable, because it left the body or underwear exposed when the wind blew due to the many pleats in the skirt. In the assessment of the ease of movement, "P" high school students were more likely to describe the uniform as uncomfortable than "H" high school students. Many students responded that they modified their school uniforms, and the length of the skirt and one-piece dress was the main part that was modified. This study suggests that growing female high school students are unsatisfied with the school uniforms' design and fit. Additionally, the perceived fit and satisfaction levels depend on the uniform design.

• KSBB Journal
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• 제21권3호
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• pp.175-180
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• 2006

전기장하 토양 내에서 미생물 이동은 주로 전기영동과 전기삼투에 의해 일어나며 미생물의 이동속도와 유속에 대한 전기영동의 공헌도가 전기삼투보다 대체로 높게 나타났다. Pentadecane-오염토양에 대해 동전기 생물학적복원을 실시한 결과 토양내 미생물 농도는 전기영동과 전기삼투가 함께 작용하여 양극과 음극의 인접 토양에서 동시에 증가하였으며 초반 공정이후에는 미생물의 표면전하특성과 양극의 산소발생에 의하여 미생물 농도가 양극, 중간, 음극의 순서로 나타났다. 하지만 미생물의 양방향 이동으로 토양의 모든 위치에서 오염물이 균일하게 제거될 수 있었다. 미생물의 전기적 이동을 이용한 동전기 생물학적복원은 기존의 생물학적복원의 단점인 늦은 분해속도와 낮은 제거효율의 단점을 극복할 수 있었다.

• 한국지반공학회논문집
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• 제22권8호
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• pp.13-24
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• 2006

연약지반상에서 교대 뒷채움으로 인하여 측방이동이 발생된 교대에 대하여 현장조사를 수행하였다. 교대측방이동의 원인을 분석한 결과, 설계시 교대기초말뚝을 수동말뚝으로 고려하지 않고, 연약지반에 대한 개량이 충분히 이루어지지 않은 것으로 조사되었다. 교대측방이동에 대한 대책공법으로 파일슬래브 공법이 제안되었다. 이 공법은 교대배면의 성토하중을 말뚝을 통하여 지지층으로 전달함으로써 연약지반의 측방유동을 효과적으로 방지할 수 있다. 연약지반상 파일슬래브공법으로 보강된 교대의 거동을 조사하기 위하여 현장계측을 수행하였다. 현장계측결과 파일슬래브공법은 교대뒷채움으로 인한 측방이동에 대하여 효과적으로 저항하는 것으로 나타났으며, 뒷채움으로 인한 성토하중은 말뚝을 통하여 지지층으로 전달됨을 알 수 있다. 이를 통하여 파일슬래브공법의 교대측방이동에 대한 억지효과를 확인할 수 있으며, 적용된 설계법의 합리성을 검증할 수 있다.