• 한국실내디자인학회논문집
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• 제23권2호
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• pp.193-200
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• 2014

This study aimed to evaluate how users are satisfied with village community center. It will develope and determine a most detailed design and requirements to maximizing for user's convenience. The study conducted interview survey using questionnaire based on universal design principles, to users of village centers that are in possible of cooperation of 25 village centers in Haw Soon district, Jeonnam province and used 160 cases to the analysis. The conclusion of this study is as follows. First, users showed most satisfaction about LDK space and dissatisfaction about design, stair/slope, entrance, and bathroom. Specially, users are dissatisfied with curtains at room and handralis at entrance. In terms of design, users about the indoor-outdoor environment as a whole was unsatisfactory. Second, survey on actual needs space scrutinized bathroom, kitchen, and stair/slope according to priority. In result of these surveys, user's satisfaction with village community center and actual needs space show needed improvements on bathroom and stair/slope space urgently.

• 패션비즈니스
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• 제15권3호
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• pp.22-31
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• 2011

In this study, to develop a bodice pattern for women aged 18~24 years, statistical analysis was conducted using the body measurements from 2004 Size Korea and wearing test was conducted. As a result, ease of the bust level to set a horizontal line was decided to be 4cm, that of front interscye line 0cm, and that of back interscye line 0.7~1cm. And the line which divides the horizontal baseline into halves set as the side line. The conversion formula for decision of the scye depth line in the pattern is B/6 + 3.3(cm) + ease (2.5cm), and if bust circumference is 91 or more, it should be 21cm, and if bust circumference is 76 or less, it should be 18.5cm. The back neck line width is 7cm, front neck line width 6.5cm(back neck line width -0.5cm), and front neck depth 8cm(back neck line width +1cm). The shoulder slope was set as a slope of the hypotenuse of a right-angled triangle, which went out 15cm out of the shoulder point and went down 6cm, with tan$21.7^{\circ}$. To develop a final research pattern, wearing test was performed on the primary research pattern for 21 women aged 18~24 years. As a result, the research pattern was evaluated to be significantly higher.

• 한국수산과학회지
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• 제27권2호
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• pp.173-182
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• 1994

A numerical experiment on the effective discharge of waste materials caused in recirculating aquaculture basins was performed. The numerical model used in this study was a 4-level hydrodynamic and advection-diffusion model. Flow structures and settling processes of ss in the various mathematical model basins are discussed. The calculated flow fields of the numerical basin corresponded well with the measured velocity in field basin. In the cases of steep bottom slopes in 4/30, the non-dimensional tractive force($U{\ast}/U{\ast}_c$) which is all important parameter for the deposition pattern of waste materials was stronger than with the mild slope one. The settling pattern of ss depended considerably on the degree of bottom slope of basin. To concentrate deposited waste materials into the center discharge pipe, it is useful to design a cylindrical basin with a steeply conical bottom. In addition, to prevent movement of the deposit area away from the center, it is necessary to locate the circulating ducts at diametrically opposed points on the basin sides.

• Structural Engineering and Mechanics
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• 제41권4호
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• pp.441-458
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• 2012

The shear strength is an important factor in the design of prestressed concrete beams. Therefore, researchers have utilized various methods to determine the shear strength of these elements for the design purposes. To evaluate some of the proposed theoretical methods, numerous models of post-tensioned beams with or without vertical prestressing are selected and analyzed using the finite element method and assuming nonlinear behavior for the materials. In this regard the validity of modeling is evaluated based on some tests results. In the second part of the study two beam specimens are built and tested and their load-deformation curve and cracking pattern are studied. The analytical results consist of compressive strut slope and mid span load deflection are compared with some experimental results, and the results of some codes' formulas. Finally comparing the results of nonlinear analysis with the experimental values, a new formula is proposed for determining strut slopes in prestressed concrete beams.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1998년도 추계학술대회 논문집 학회본부 C
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• pp.770-772
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• 1998

The highest etch rate of Pt film was obtained at 10% $Cl_2$/90% Ar gas mixing ratio in our previous investigation. However, the problems such as the etch residues(fence) remained on the pattern sidewall, low selectivity to oxide as mask and low etch slope were presented. In this paper, the etching by additive $O_2$ gas to 10% $Cl_2$/90% Ar gas base was examined. As a result, the fence-free pattern and high etch slope was observed and the selectivity to oxide increased without decreasing of the etch rate. And the reasons for this phenomenon was investigated by XPS(x-ray photoelectron spectroscopy) surface analysis and plasma characteristic.

• 한국음향학회지
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• 제21권5호
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• pp.485-493
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• 2002

수심이 변하는 천해 환경에서 이동하는 선박방사소음의 광대역 간섭 유형을 고찰하였다. 수심 변화율이 일정한 음도파관에 대해 단열 모드 이론에 근거하여 거리-주파수 영역에서의 보강 (또는 상쇄) 간섭 발생 유형을 나타내는 음도파관 불변인자 (waveguide invariant index, β)를 유도하였다. 이를 이용하여 수심 변화에 의한 광대역 간섭 형태 변형을 해석하였다. 해석적 방법으로 고찰한 간섭 유형은 해상 실험과 수치 모델을 이용한 모의실험에서도 나타남을 확인하였다.

• 한국산학기술학회논문지
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• 제4권2호
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• pp.87-95
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• 2003

Dynamic Programming Matching (DPM)은 순차적으로 구성된 문제를 수학적으로 최적화 시키는 기술로서 패턴인시 분야에서 다년간 중요한 역할을 해왔다. 서명인식을 위한 대부분의 실제적 적용에서는 Sakoe and Chiba [9]의 실제구현 버전이 기반이 되어 왔는데, 일반적으로 slope constraint p = 0의 방법이 적용되어 왔다. 이 논문에서는 이 경우에는 전진탐색에 의한 휴리스틱한 방법을 적용한 MDPM이 상당한 처리시간의 단축 뿐만 아니라 약간의 인식능력 향상을 가질 수 있음을 보여준다.

• 정보처리학회논문지B
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• 제10B권4호
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• pp.451-458
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• 2003

Dynamic Programming Matching(DPM)은 순차적으로 구성된 문제를 수학적으로 최적화 시키는 기술로서 패턴인식 분야에서 다년간 중요한 역할을 해왔다. 서명인식을 위한 대부분의 실제적 적용에서는 Sakoe and Chiba [9]의 실제구현 버전이 기반이 되어 왔는데, 일반적으로 slope constraint p = 0의 방법이 적용되어 왔다. 이 논문에서는 이 경우에는 전진탐색에 의한 휴리스틱한 방법을 적용한 MDPM이 상당한 처리 시간의 단축 뿐만 아니라 약간의 인식능력 향상을 가질 수 있음을 보여준다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.651-656
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• 2002

In general, the most important problem in slope stability analysis is that there is no definite way to describe the natural three-dimensional Joint network. Therefore, the many approaches were tried to anlayze the slope stability. Numerical modeling approach is one of the branch to resolve the complexity of natural system. UDEC, FLAC, and SWEDGE are widely used commercial code for the purpose on stability analysis. For the purpose on the more appropriate application of these kind of code, however, three-dimensional distribution of joint network must be identified in more explicit way. Remaining problem is to definitely describe the three dimensional network of joint and bedding, but it is almost impossible in practical sense. Three dimensional joint generation method with random number generation and the results of generation to UDEC have been applied to settle the refered problems in field site. However, this approach also has a important problem, and it is that joint network is generated only once. This problem lead to the limitation on the application to field case, in practical sense. To get rid of this limitation, Monte Carlo Simulation is proposed in this study 1) statistical analysis of input values and definition of the applied system with statistical parameter, 2) instead of the consideration of generated network as a real system, generated system is just taken as one reliable system, 3) present the design parameters, through the statistical analysis of ouput values Results of this study are not only the probability of failure, but also area of failure block, shear strength, normal strength and failure pattern, and all of these results are described in statistical parameters. The results of this study, shear strength, failure area, pattern etc, can provide the direct basement on the design, cutoff angle, support pattern, support strength and etc.

• 지질공학
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• 제32권2호
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• pp.209-219
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• 2022

본 연구에서는 강우에 따른 사면 내 지반특성 변화와 사면붕괴 형상을 실험적으로 규명하기 위하여 인공강우장치와 모형토조를 이용한 실내모형실험을 수행하였다. 이를 위하여 균질한 모래를 대상으로 모형 실험을 수행하였으며, 계측장치를 이용하여 강우침투에 의한 사면 내 포화양상을 조사하였다. 모형사면은 30°의 경사면에 35°의 사면경사로 조성하였고 강우강도는 50 mm/hr를 적용하였다. 토층의 깊이는 모형토조의 크기를 고려하여 35 cm로 선정하고 TDR센서는 깊이별로 설치하여 시간에 따른 지반특성 변화를 고찰하였다. 실험결과 강우 시 모형사면은 강우침투로 인하여 지표에서 지중으로, 선단부에서 정상부로 포화가 진행됨을 알 수 있다. 즉, 강우의 침투로 인하여 사면의 선단부가 먼저 포화되고 이후 지속적인 강우로 인하여 포화의 영역이 사면의 선단부로부터 정상부로 확대됨을 알 수 있다. 모형사면의 붕괴는 사면의 선단부에서부터 붕괴가 시작되어 이후 사면의 정상부로 확장되는 진행성 사면붕괴가 발생되었으며, 최종 사면붕괴시점에서 붕괴면적이 급격하게 증가하였다. 또한 활동면은 원호활동의 형태로 발생되었다. 한편, 사면 내 모관흡수력이 흙-함수특성곡선(SWCC)에서 산정된 공기함입치(AEV)에 이르게 되면 사면붕괴가 발생되는 것으로 나타났다.