• 제목/요약/키워드: Height Plan

검색결과 361건 처리시간 0.028초

패턴 빔을 이용한 BGA 단차 측정 (BGA Height Measurement Using Pattern Beam)

  • 신상훈;유영훈
    • 한국광학회지
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    • 제20권6호
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    • pp.361-365
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    • 2009
  • 본 연구에서는 패턴 빔을 이용하여 표면이 거친 물체의 단차를 비접촉 방식으로 측정 하는 방법에 대하여 연구하였다. 본 연구에 사용된 방법은 장치가 매우 간단하고 스페클 노이지가 영상에 미치는 영향이 작아 재현성 면에서 매우 우수하였다. 특히 기준면에 문양이 없는 경우에는 기존의 자동 초점 측정 장치로는 측정하기 어려우나, 본 연구 방법에 의해 측정이 가능함을 보였다. 그리고 측정 시간이 매우 짧고 재현성이 좋으며 장치가 간단하여 산업 현장에서 응용하기 적절한 방법이다.

전라도 지역 소나무와 편백에 대한 수고생장모델 및 지위지수곡선 개발 (Developing Dominant Tree Height Growth Curve and Site Index Curves for Pinus densiflora and Chamaecyparis obtusa Grown in Jeolla-do)

  • 박희정;이상현
    • 한국산림과학회지
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    • 제108권3호
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    • pp.364-371
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    • 2019
  • 본 연구는 전라도 지역의 주요 수종인 소나무와 편백의 흉고직경에 따른 우세목의 수고생장모델과 지위지수곡선을 개발하여 합리적인 경영과 지속가능한 산림경영체계의 기초자료를 제공할 목적으로 실시하였다. 데이터는 맞춤형 조림지도 제작을 위한 전라도 지역에 생육하고 있는 소나무 3,055본(611개 표본점), 편백 3,345본(669개 표본점)에 대한 표고, 경사도, 방위, 토양형, 우세목의 수고와 흉고직경, 수령 등을 측정하여 수집하였다. 전라도 지역 소나무와 편백에 대한 흉고직경에 따른 우세목의 수고생장모델은 Petterson식, Michailow식, Log식을 이용하였으며, 연령에 따른 우세목의 수고생장모델은 Chapman-Richards식, Schumacher식, Gompertz식을 이용하여 개발하였다. 흉고직경에 따른 우세목의 수고생장모델은 소나무와 편백 모두 잔차평균제곱의 값이 가장 낮은 Pettersosn식을 선정하였다. 연령에 따른 우세목의 수고생장모델은 국가수준에서 사용하고 있는 Chapman-Richards식을 선정하였다. 지위지수의 추정을 위하여 기준임령(Base age)은 30년을 사용하였다. 그 결과 소나무는 지위지수 6~18, 편백은 지위지수 6~22로 국가수준에서 사용하고 있는 지위지수곡선에 비해 매우 다양하게 지위를 추정할 수 있어, 현실임분의 합리적인 경영을 위한 자료제공에 적합한 것으로 판단된다.

Impacts of sea-level rise on port facilities

  • Son, Chang-Bae;Kim, Chang-Je;Jang, Won-Yil;Matsubara, Yuhei;Noda, Hedeaki;Kim, Mi-Kum
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.2
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    • pp.173-177
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    • 2006
  • From the viewpoint of coastal hydrodynamics, one of the most important effects of global warming is a sea-level rise in coastal areas. In the present study, impacts on port facilities against sea-level rise were investigated. The sea-level rise causes the increase of the water depth, and it generates variations on the wave height, buoyancy, tidal system and nearshore current system and so on. The increase of water depth gives rise to the decrease of crown height of the structure and it causes increase of wave overtopping quantity. It may flood the port zone and its facilities, and may decrease harbor tranquility. It also leads to difficulties on navigation, mooring and loading/unloading at the port. Increase in water depth also causes increase of wave height in surf zone. This high wave makes structures unstable and may cause them to collapse during storm. In addition, increase in buoyant force due to sea-level rise also makes the gravity type structures unstable. Consequently, theses variations due to sea-level rise will cause functional deterioration of port facilities. In order to protect port facilities from the functional deterioration, reinforcement plan is required such as raising the crown height and increase in block weight and so on. Hence proper estimation method for the protection cost is necessary in order to protect port facilities efficiently. Moreover response strategies and integrated coastal zone management plan is required to maintain the function of port facilities. A simple estimation of cost for breakwaters in Korea was performed in the present study.

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도심 실제 거칠기 적용과 장래 도심 개발계획에 따른 국지 기상장 변화 수치 모의 (The Effect of Atmospheric Flow Field According to the Urban Roughness Parameter and the Future Development Plan on Urban Area)

  • 최현정;이화운;김민정
    • 한국환경과학회지
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    • 제19권6호
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    • pp.703-714
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    • 2010
  • In this study, we analyzed the impact of orographic and thermal forcing on the atmospheric flow field over the urban metropolitan areas on urban artificial buildings and future development plan. Several numerical experiments have been undertaken in order to clarify the impacts of the future development plan on urban area by analyzing practical urban ground conditions, we revealed that there were large differences in the meteorological differences in each case. The prognostic meteorological fields over complex areas of Seoul, Korea are generated by the PSU/NCAR mesoscale model(MM5). we carried out a comparative examination on the meteorological fields of topography and land-use that had building information and future development plan. A higher wind speed at daytimes tends to be forecasted when using new topography and land use data that have a high resolution with an appropriate limitation to the mixing height and the nocturnal boundary layer(NCB). During nighttime periods, since radiation cooling development is stronger after development plan, the decreased wind speed is often generated.

Moving Stereo Vision-based Motion Plan by Recognizing the Obstacle Height for Intelligent Mobile Robot

  • Yoon, Yeo-Hong;Jo, Kang-Hyun;Kang, Hyun-Deok;Moon, In-Hyuk
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2001년도 ICCAS
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    • pp.91.2-91
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    • 2001
  • This paper describes the path planning of an autonomous mobile robot using one camera-based sequence image processing. As an assumption, all objects in front of the mobile robot are located on the same plane where robot moves. Using the moving camera grounded on the autonomous mobile robot, the robot extracts the angular points of obstacle objects, calculates the height using the assumption and discrepancy between two consecutive images. In the image processing, angular points of objects must correspond so that they deliver the size of objects. Thus, the robot passes through if the object has not the height, like the paper or the shadow projected. Otherwise, the robot passes aside if ...

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지진해일 예경보에 따른 범람도의 실용적 작성 (Practical Construction of Tsunami Inundation Map Corresponding to Disaster Forecast/Warning Systems)

  • 전영준;최준우;윤성범
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2008년도 정기총회 및 학술발표대회
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    • pp.775-778
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    • 2008
  • In general, forecast tsunami heights announced for tsunami warning are computed by using a linear tsunami model with coarse grids which leads the underestimation of inundation area. Thus, an accurate tsunami inundation map corresponding to the forecast tsunami height is indispensible for an emergency evacuation plan. A practical way to construct a relatively accurate tsunami inundation map was proposed in this study for the quantitative forecast of inundation area. This procedure can be introduced as in the followings: The fault dislocations of potential tsunami sources generating a specific tsunami height near an interested area are found by using a linear tsunami model. Based on these fault dislocations, maximum inundation envelops of the interested area are computed and illustrated by using nonlinear inundation numerical model. In this study, the tsunami inundation map for Imwon area was constructed according to 11 potential tsunami sources, and the validity of this process was examined.

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산 피에트로 교회의 광장계획에 관한 연구 (A Study on the Piazza Plan of Basilica S. Pietro)

  • 김석만
    • 건축역사연구
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    • 제14권1호
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    • pp.7-19
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    • 2005
  • The purpose of this paper is the study on the piazza plan of basilica S. Pietro. The results of study are as follows: 1. The piazza of the basilica S. Pietro was planned in relation to building-piazza-symbol of interior piazza-street as city planning characteristic of Baroque and architectural characteristic of elliptical piazza form. 2. The function of piazza of basilica S. Pietro was planned for religious meeting of a grand scale than a piazza for the common run of people. 3. In general, the disposition, ground, elevation and section plan of the piazza of basilica S. Pietro was planned by principle of spatial and formal composition, according to axis, symmetry, proportion, division and contrast. 4. The location, scale, shape of piazza for disposition and ground plan of the piazza of basilica S. Pietro was basically decided by not only elements of Basilica building, Vatican Palace, Street and Walls of surroundings with axis of the Basilica building, but Fountain and Obelisk as existing constituent elements. 5. The elevation of the piazza of basilica S. Pietro was composed of boundary that was enclosed from wall of trapezoid piazza and gallery of elliptical piazza with equal height as symmetry. And the section plan was planned to approach into the Basilica through slope and stairs of gentle angle, utilizing of existing land form.

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소도시 경관 가이드라인 설정 특성에 관한 연구 - 전라남도 기본경관계획 수립 지자체 사례를 대상으로 - (A Study on the Characteristics of the Establishment of a Small Town Landscape Guideline - Focused on Local Governments in Jeollanam-do Establishing the Basic Landscape Plan -)

  • 김윤학;박성진
    • 한국농촌건축학회논문집
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    • 제16권1호
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    • pp.1-8
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    • 2014
  • This study investigated the characteristics of the establishment of an architectural guideline which is an important element of a urbanscape plan in basic landscape plans established by four local governments(a county level) in Jeollanam-do since the enactment of the landscape law. The results were as follows. The guideline for landscape plan elements was closely associated with shapes, materials, harmony, and coherence. For the detailed guideline for landscape plan elements, an architectural guideline on the arrangement, height, facade, and roof shapes of buildings, which is one of important elements related to urbanscape, was similar in local governments, showing a standard and uniform tendency. It indicates the limitation of forming urbanscape to enhance local identity and unique features and complementary contents are needed. The color guideline was classified into base color, sub color, and accent color in consideration of local features. In particular, natural material color was commonly used for base and sub color in all local governments. Therefore, it is necessary to develop unique material color and distinctive local color for each region.

Mitigation of seismic pounding between two L-shape in plan high-rise buildings considering SSI effect

  • Ahmed Abdelraheem Farghaly;Denise-Penelope N. Kontoni
    • Coupled systems mechanics
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    • 제12권3호
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    • pp.277-295
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    • 2023
  • Unsymmetrical high-rise buildings (HRBs) subjected to earthquake represent a difficult challenge to structural engineering, especially taking into consideration the effect of soil-structure interaction (SSI). L-shape in plan HRBs suffer from big straining actions when are subjected to an earthquake (in x- or y-direction, or both x- and y- directions). Additionally, the disastrous effect of seismic pounding may appear between two adjacent unsymmetrical HRBs. For two unsymmetrical L-shape in plan HRBs subjected to earthquake in three different direction cases (x, y, or both), including the SSI effect, different methods are investigated to mitigate the seismic pounding and thus protect these types of structures under the earthquake effect. The most effective technique to mitigate the seismic pounding and help in seismically protecting these adjacent HRBs is found herein to be the use of a combination of pounding tuned mass dampers (PTMDs) all over the height (at the connection points) together with tuned mass dampers (TMDs) on the top of both buildings.

국립공원 및 인접지역 경관관리 방안에 관한 연구 - 설악산 국립공원을 중심으로 - (A Study on the Visual Resource Management for Soraksan National Parks and Adjacent Area)

  • 임승빈;신지훈
    • 한국조경학회지
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    • 제26권2호
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    • pp.283-292
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    • 1998
  • The purpose of this study is to suggest visual resource management methods for the national parks and adjacent areas, where visual impacts by high rise buildings such as hotel, condominium, etc. become serious problems. In this study Soraksan National Park has been selected as a case study for landscape management planning. The results of this study are as follows: 1) Comprehensive landscape management planning for National Parks and adjacent areas is necessary to solve visual impact problems by high rise buldings such as hotel, condominium, etc. 2) It is suggested to investigate visual resources and conceptual landscape management ideas, to select landscape control points and lines, landscape management areas, and to prepare building height control plan for proper landscape management plan. 3) In case of Soraksan national park, the landscape management plan includes three landscape management areas : Landscape preservation area, General landscape management area, and special landscape management area. 4) In the part of special landscape management area, it is necessary to introduce landscape impact assessment system to more effective landscape management.

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