• 대한기계학회논문집A
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• 제29권6호
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• pp.895-903
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• 2005

In this paper, we present a cutter location (CL) surface deformation approach for constant scallop height tool path generation from triangular mesh. The triangular mesh model of the stereo lithography (STL) format is offset to the CL surface and then deformed in accordance with the deformation vectors, which are computed by the slope and the curvature of the CL surface. In addition, the tool path which is computed by slicing the deformed CL surface is inversely deformed by those same deformation vectors to a tool path with a constant scallop height. The proposed method is implemented, and a tool path generated by the proposed method is tested by simulation and by numerical control (NC) machining. The scallop height was found to be constant over the entire machined surface, demonstrating much better quality than that of mesh slicing, under the same constraints for machining time.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2006년도 Proceedings of ISRS 2006 PORSEC Volume I
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• pp.181-183
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• 2006

Digital topographic map in Korea contains layers of spatial and attribute data for 8 land features such as railroads, watercourses, roads, buildings and etc. Some of the layers such as building and forest don't include any information about height, which can be just prepared by interpretation of remote sensed data or field survey. LiDAR(Light Detection And Ranging) data using active pulse and digital camera provides data about height and form of land features. LiDAR data can be used not only to extract the outline of land features but also to estimate the height. This study presents technical availability for extraction and estimation of land feature's outline and height using LiDAR data which composes of natural and artificial land features, and digital aerial photograph which was taken simultaneously with the LiDAR. The estimated location, outline and height of land features were compared with the field survey data, and we could find that LiDAR data and digital aerial photograph can be a useful source for estimating the height of land features as well as extracting the outline.

• Structural Engineering and Mechanics
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• 제31권6호
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• pp.679-696
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• 2009

The paper aims at analyzing the stress distribution around an underground opening that is subjected to non-symmetrical surface loading with emphasis on opening shapes with sharp corners and the stress concentrations developed at these locations. The analysis is performed utilizing the BIE method coupled with the Neumann's series. In order to implement this approach, the special recurrent relations for half plane were proven and the modified Shanks transform was incorporated to accelerate the series convergence. To demonstrate the capability of the developed approach, a horseshoe shape opening with sharp corners was investigated and the location and magnitude of the maximum hoop stress was calculated. The dependence of the maximum hoop stress location on the parameters of the surface loading (degree of asymmetry, size of loaded area) and of the opening (the opening height) was studied. It was found that the absolute magnitude of the maximum hoop stress (for all possible surface loading locations) is developed at the roof points when the opening height/width ratio is relatively large or when the pressure loading area is relatively narrow (compared to the roof arch radius), and contrarily, when the opening height/width ratio is relatively small or when the surface pressure is applied to a relatively wide area, the absolute magnitude of the maximum hoop stress is developed at the bottom sharp corner points.

• Advances in Computational Design
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• 제1권3호
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• pp.221-234
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• 2016

The present study dictates the behavior of shear wall under a seismic event in slender high rise buildings, and studies the effect of height, location and distribution of shear wall in slender high rise building with and without boundary elements induced by the effect of an earthquake. Shear walls are located at the sides of the building, to counter the earthquake forces. This study is carried out in a 12 storeys building using SAP2000 software. The obtained results disclose that the behavior of the structure is definitely affected by the height and location of shear walls in slender high rise building. The stresses are concentrated at the limit between the shear wall region and the upper non shear wall especially for shear walls without columns. Displacements are doubled between the shear wall region and the upper non shear wall especially for shear walls without columns.

• Journal of Advanced Marine Engineering and Technology
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• 제39권3호
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• pp.255-260
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• 2015

플래시증발현상은 개방챔버 내의 온도, 압력, 수위 그리고 배플 등에 영향을 받는다. 이 연구에서 PIV 실험은 최적의 배플 위치와 높이에 대한 개방챔버 내의 유동특성을 확실하게 시행하였다. 배플은 개방챔버 내의 재순환 흐름, 수력 도약 그리고 유동특성에 상당한 영향을 주었다. 그리고 레이놀즈수의 영향은 미미하였다. 최적의 배플높이는 h/H=1.5였고, 최적의 배플위치는 개방챔버 내부 입구로부터 x/H=1.5부근 이었다.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2011년도 춘계학술대회
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• pp.579-582
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• 2011

가변 메카니즘은 키오스크를 이용하는 사용자의 키와 위치를 초음파 센서를 통하여 감지하고, 이를 통하여 적정한 높이와 키오스크의 방향을 조절한다. 본 논문에서는 가변형 키오스크의 높이와 방향 제어를 위하여 ADALINE-퍼지 논리 시스템 제어 방식을 제안한다. 제안한 방식의 유용성을 확인하기 위하여 가변형 키오스크 시스템이 사용자의 방향과 높이에 따른 제어 동작을 제대로 수행하는지 대하여 Widrow-Hoff 델타 규칙과 실험을 통하여 성능을 비교 검토 하였다.

• 제어로봇시스템학회논문지
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• 제14권3호
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• pp.248-253
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• 2008

This paper presents a sensing system for smart home which can detect an location transition events such as entrance/exit of a member and identify the user in a group at the same time. The proposed system is compose of two sub-systems; a wireless sensor network system and a database server system. The wireless sensing system is designed as a star network where each of sensing modules with ultrasonic sensors and a Bluetooth RF module connect to a central receiver called Bluetooth access point. We propose a method to discriminate a user by measuring the height of the user. The differences in the height of users is a key feature for discrimination. At the same time, the each sensing module can recognize whether the user goes into or out a room by using two ultrasonic sensors. The server subsystem is a sort of data logging system which read the detected event from the access point and then write it into a database system. The database system could provide the location transition information to wide range of context-aware applications for smart home easily and conveniently. We evaluate the developed method with experiments for three subjects in a family with the installation of the developed system into a real house.

• 한국터널지하공간학회 논문집
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• 제7권3호
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• pp.227-237
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• 2005

본 연구에서는 수평 불연속면 하부에 굴착한 얄은 섬도의 2-Arch 터널의 거동을 실험적으로 규명하고자 하였다. 이를 위하여 토피고와 불연속면의 위치를 변화시켜가며 모형실험을 수행하였다. 모형실험은 실제 2-Arch 터널의 Pilot 터널굴착에서 본선터널불착에 이르는 시공단계가 반영된 실험순서에 따라 진행되었다. 연구결과로 부터 토피고에 따른 2-Arch 터널 주변지반의 하중전이 메커니즘의 변화와 불연속면 위치에 따른 이완영역의 분포 및 범위의 변화를 확인하였다. 또한 시공단계에 따른 중앙필러의 역학적 거동을 규명하였으며 불연속면 위치가 터널에 근접할수록 중앙필러 작용하중이 증가하는 것을 확인하였다.

• Communications for Statistical Applications and Methods
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• 제16권4호
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• pp.615-625
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• 2009

본 논문에서는 영상의 에지검출을 하는데 사용되는 여러 가지 윈도우 배치(window configurations)하에서 통계학의 이표본 위치문제(two-sample location problem)에서 대표적인 Wilcoxon 검정과 T-검정에 기초한 에지검출법에 대해 논의하고자 한다. 영상의 에지검출하는데 윈도우 배치 선택은 에지검출 성능을 결정하는 중요한 요소이다. 본 논문에서 에지는 선택된 윈도우 배치 하에서 에지-높이 모수(edge-height parameter)를 사용한 에지 모형 하에서 두 근방 영역간의 유의한 차이가 있는지를 검정함으로서 결정한다. 영상 실험에서 윈도우 배치에 따른 통계적 검정에 의한 에지검출 성능은 에지 맵(edge map)을 통한 정성적인 비교와 객관적인 척도하에서 정량적인 비교 그리고 CPU 계산시간까지 고려하여 분석하였다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제8권4호
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• pp.312-319
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• 2016

Measured wave data covering two years simultaneously at 3 locations along the eastern Arabian Sea reveals the presence of long-period (peak wave period > 18 s) low-amplitude waves (significant wave height < 1 m) and the characteristics of these waves are described in this article. In a year, 1.4-3.6% of the time, the low-amplitude long-period swells were observed, and these waves were mainly during the nonmonsoon period. The wave spectra during these long-period swells were multi-peaked with peak wave period around 18.2 s, the secondary peak period around 13.3 s and the wind-sea peak period at 5 s. The ratio of the spectral energy of the wind-sea peak and the primary peak (swell) was slightly higher at the northern location (0.2) than that at the southern location (0.15) due to the higher wind speed present at the northern location.