• Title/Summary/Keyword: 건물적용

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A Study on the technique of DEM Generation from LiDAR Data (LIDAR 데이터를 이용한 DEM 생성 기법에 관한 연구)

  • Lee, Jeong-Ho;Yu, Ki-Yun
    • 한국공간정보시스템학회:학술대회논문집
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    • 2004.12a
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    • pp.125-131
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    • 2004
  • LiDAR 데이터의 필터링은 원 데이터로부터 건물, 수목 등과 같은 비지면점을 제거하는 과정이며, 이러한 필터링을 통해 DEM을 생성할 수 있다. 대표적인 필터링 방법들로는 분산을 이용한 linear prediction 기법, 주변 점들과의 경사관계를 이용한 slope-based 기법, morphology 필터, local maxima 필터 등이 있으며 이러한 기존의 기법들의 단점을 보완하기 위한 연구가 활발히 진행되고 있다. 대부분의 필터링 기법들은 필터의 크기(윈도우의 크기)와 같은 인자를 대상 지역에 적합하게 사용자가 직접 설정해주어야 한다. 더욱이 복잡한 지형, 지물이 존재하는 지역에 적용하기 위해서는 인자를 변형시켜줘야 하며 특히, 다양한 크기의 건물이 존재하는 지역에 대하여 적용하기 위해서는 가변적인 크기의 필터가 필요하다. 이에 본 논문에서는 다양한 크기의 건물이 존재하는 지역에 대하여 필터의 크기를 변화시키지 않고 필터링을 수행할 수 있는 연산기법을 제안하였다. 본 연구에서는 수목이나 자동차 등과 같은 작은 개체의 제거를 위해 고정된 작은 크기의 윈도우를 가지는 모폴로지 필터를 우선 적용한다. 그 후 건물과 같은 큰 개체의 포인트는 이웃 포인트와의 고도차이를 이용하여 인식하고 이웃에 위치하는 지면 포인트로 대체하며, 갱신된 값이 바로 다음 연산에 반영 되도록 한다. 또한 상, 하, 좌, 우 네 방향에 대하여 라인별로 독립된 연산을 수행한 후에 이들을 비교함으로써 오차를 보정한다.

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Interior Light Environment and Building Energy Performance Analysis of LED Lamp Installed in Office Building (LED램프를 적용한 사무소 건물의 실내조명환경 및 에너지 성능분석)

  • Kim, Byoung-Soo;Hong, Won-Pyo
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.24 no.5
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    • pp.77-85
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    • 2010
  • In this paper, A new integrated energy simulation results of LED lamp are presented to use it effectively in the office buildings. Generally LED lamp has many advantages in comparison with a general lamp such as long life and no pollution problem like the mercury. It also is excellent in color rendering and small consumption electric power. However LED lamp has some disadvantages to compare to general fluorescent lamp. It is small light flux about 50[%] and narrow light distribution than fluorescent lamp. Therefore, to apply LED lamp in an office building, the illuminance distribution with an environment analysis and cooling, heating and light energy has to be analyzed. The purpose of this study is to analyze light environment, light, cooling and heating energy simulation in office building.

Assessment of the Impact of Climate Change on Flood Damage (기후변화가 홍수피해에 미치는 영향 평가)

  • Kang, Dong Ho;Jeung, Se Jin;Kim, Byung Sik
    • Proceedings of the Korea Water Resources Association Conference
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    • 2020.06a
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    • pp.35-35
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    • 2020
  • 기후변화로 인한 집중호우, 태풍에 따른 제방 붕괴로 인한 하천 범람 등 많은 재해가 발생하고 있다. 특히 도심지의 내수침수, 도시하천의 범람은 피해 지역의 사회 경제적인 피해액을 동반한다. 이에 도심지에서 발생되는 홍수피해액을 산정하기 위하여 다차원법을 이용한 피해액 추정 연구가 활발하게 진행되고 있으며 기후변화를 고려한 홍수피해에 관련한 연구도 활발히 진행되고 있다. 그러나 많은 선행 연구에서는 다차원법에서 제시하고 있는 침수편입률 산정에 있어 건물군 인벤토리를 고려하지 않고 토지이용에 따른 면적비율만을 적용하여 산정하고 있는 실정이다. 본 연구에서는 기후변화시나리오와 건물군 인벤토리를 이용하여 미래 잠재홍수피해에 따른 홍수피해액을 산정하여 기후변화가 홍수피해에 미치는 영향을 평가하고자 하였다. 대상지역으로 2020년부터 국가하천으로 승격되며 하천의 좌안과 우안에 도심지가 형성되어있는 원주천 유역을 대상으로 선정하였다. 기후변화 시나리오는 기상청에서 제공하고 있는 13종 국가표준시나리오를 사용하였으며 SDQDM 기법을 적용하여 상세화 자료를 생산하였다. 생산된 자료를 이용하여 원주천 하천정비계획(80년 빈도) 보다 높은 80년, 100년, 200년 빈도의 확률강우량을 산정하였고 확률강우에 따른 유출량을 산정하여 홍수범람모형에 적용하였다. 산정된 홍수피해면적과 원주시 건물군 인벤토리를 활용하여 침수편입률을 산정하였으며 미래 잠재홍수피해에 따른 빈도별 홍수피해액 산정을 통해 원주천 유역의 기후변화가 따른 홍수피해에 미치는 영향을 평가하였다.

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The Optimal Isolation Period of Vertically Story-added Remodeling Apartment Building with Seismic Isolation System (면진시스템을 적용한 수직증축 리모델링 공동주택의 최적 면진주기 산정)

  • Hur, Moo-Won;Lee, Yong-Hun;Lee, Sang-Hyun
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.3
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    • pp.65-74
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    • 2019
  • This study presents the optimal isolation period according to the number of vertically expended stories in order to provide the basic data for the application of the seismic isolation system in the vertically expended remodeling of the aged apartment. As a result of the structural analysis, the isolation period should be at least twice the primary structure in three-story vertical expansion, three times in two-story expansion, and four times in one-story expansion for the effective application of the isolation system. On the basis of the result, the efficacy of an isolation system for the actual apartment structure, which is three-story vertically expended, was analytically verified. The maximal acceleration response on the top floor reduced by 70% and 65% of the non-isolated structure in the X and Y directions respectively. Additionally, the base shear force decreased by 30% in the both directions, compared to the non-isolated structure.

Assessment of Indoor Air Quality and the Eye Symptom of Occupants in Newly-built Office Building after Planting Indoor Plants (신축사무실 내 식물 적용 후 재실자 안구 증상 및 실내공기질 평가)

  • Kim, Hyojin;Kim, Ho-Hyun
    • Journal of Korean Ophthalmic Optics Society
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    • v.21 no.3
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    • pp.265-274
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    • 2016
  • Purpose: The aim of this study was to evaluate relationship between worker's ophthalmoxerosis symptom and IAQ (Indoor Air Quality) variation after planting indoor plants at newly-built office building. Methods: We selected a new office building located in Sejong-si and occupants who work in the Office for study. The indoor air pollutant was investigated according to applying indoor plants. The indoor air quality of the new building was evaluated by measuring volatile organic compounds (VOCs), aldehydes, temperature and humidity. The level of dry eye symptoms was classified into normal, mild, moderate and severe by using the Ocular Surface Disease Index (OSDI). Results: There was VOCs' reduction effect according to placing indoor plants because the concentration of VOCs in newly-built government office (Sejong-si) was highly decreased when the indoor plants was placed at the office. The occupants' SBS (Sick Building Syndrome) symptoms score was gradually decreased in accordance with applying indoor plants. However, SBS symptoms score was increased when the office was not applied indoor plants. There was not statistical significance in workers' dry eye questionnaire results. Conclusions: There was reduction effect of indoor air pollutant in applied indoor plants office. Also, in case of questionnaire results of ophthalmoxerosis and SBS (Sick Building Syndrome) symptoms score were showed positive effect. This study is needed longer-term study because of complements of difference of individual sensitivity and there are some limitations due to field survey research.

Development of BEMS linked Demand Response System for Building Energy Demand Management (건물 에너지 수요관리를 위한 BEMS 연계형 수요반응 시스템 개발)

  • Lee, Sanghak
    • Journal of Satellite, Information and Communications
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    • v.11 no.2
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    • pp.36-41
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    • 2016
  • In order to take advantage of the building as an energy demand resources, it requires automated systems that can respond to the demand response event. Load aggregator has been started business in Korea, research and development of building energy management and demand response systems that can support them has been active recently. However, the ratio of introducing automated real-time demand response systems is insufficient and the cost is also high. In this research, we developed a building energy management system and OpenADR protocol to participate in a demand response and then evaluated them in real building. OpenADR is a standard protocol for automated system through the event and reporting between load aggregator and demand-side. In addition, we also developed a web-based building control system to embrace different control systems and to reduce the peak load during demand response event. We verified that the result systems are working in a building and the reduced load is measured to confirm the demand response.

Building Boundary Reconstruction from Airborne Lidar Data by Adaptive Convex Hull Algorithm (적응적 컨벡스헐 알고리즘을 이용한 항공라이다 데이터의 건물 경계 재구성)

  • Lee, Jeong-Ho;Kim, Yong-Il
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.30 no.3
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    • pp.305-312
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    • 2012
  • This paper aims at improving the accuracy and computational efficiency in reconstructing building boundaries from airborne Lidar points. We proposed an adaptive convex hull algorithm, which is a modified version of local convex hull algorithm in three ways. The candidate points for boundary are first selected to improve efficiency depending on their local density. Second, a searching-space is adjusted adaptively, based on raw data structure, to extract boundary points more robustly. Third, distance between two points and their IDs are utilized in detecting the seed points of inner boundary to distinguish between inner yards and inner holes due to errors or occlusions. The practicability of the approach were evaluated on two urban areas where various buildings exist. The proposed method showed less shape-dissimilarity(8.5%) and proved to be two times more efficient than the other method.

Building change detection in high spatial resolution images using deep learning and graph model (딥러닝과 그래프 모델을 활용한 고해상도 영상의 건물 변화탐지)

  • Park, Seula;Song, Ahram
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.40 no.3
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    • pp.227-237
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    • 2022
  • The most critical factors for detecting changes in very high-resolution satellite images are building positional inconsistencies and relief displacements caused by satellite side-view. To resolve the above problems, additional processing using a digital elevation model and deep learning approach have been proposed. Unfortunately, these approaches are not sufficiently effective in solving these problems. This study proposed a change detection method that considers both positional and topology information of buildings. Mask R-CNN (Region-based Convolutional Neural Network) was trained on a SpaceNet building detection v2 dataset, and the central points of each building were extracted as building nodes. Then, triangulated irregular network graphs were created on building nodes from temporal images. To extract the area, where there is a structural difference between two graphs, a change index reflecting the similarity of the graphs and differences in the location of building nodes was proposed. Finally, newly changed or deleted buildings were detected by comparing the two graphs. Three pairs of test sites were selected to evaluate the proposed method's effectiveness, and the results showed that changed buildings were detected in the case of side-view satellite images with building positional inconsistencies.

Evaluation of Diaphragm Effect for Hybrid Structural Systems Using Finite Element Method (유한요소법을 이용한 주상복합건물의 강막작용에 의한 영향 평가)

  • 김희철;최성우;홍원기
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.16 no.1
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    • pp.19-32
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    • 2003
  • The structural system of a hybrid building is composed of upper shear wall which resist lateral force by bending deformation and lower frame which resist lateral force by shear deformation. A deep transfer girder is used to transfer gravity load safely from super structures to structural frame beneath. Because of the vertical discontinuity, a building with transfer girder must be analyzed by dynamic analysis. However, this structural system has many problems in performing dynamic analysis that cannot be solved by general analysis procedure. The slabs In transfer floor are considered as either a Plate element or a rigid diaphragm in finite element analysis without appropriate evaluation of their characteristics. Therefore, a reasonable analysis method is proposed in this study by evaluating the diaphragm effect of a hybrid structure system.

Seismic Performance Evaluation of Reinforced Concrete Moment Framed Low-story School buildings (철근콘크리트 모멘트 골조 저층형 학교건축물의 내진성능 평가)

  • Hwang, Ji-Hyun;Park, Tae-Won;Han, Ju-Yeon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.14 no.9
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    • pp.4580-4586
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    • 2013
  • Many school buildings are not applied seismic code because of small size structures. But it must be designed to show enough structural performance when subject to earthquake due to the fact that most of school buildings are generally used as public shelters when the natural disasters. In this study, the seismic risk of the reinforced concrete school building structure which is the most common types of school structures was evaluated by using the seismic performance evaluation methods. As a result, model structures don't have enough seismic performance.