• Journal of the Korea Academia-Industrial cooperation Society
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• v.16 no.1
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• pp.646-651
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• 2015

In this paper, we analyze the architecture of a typical building automation systems and control points in the network architecture, interoperability, and performance aspects. We proposed a new virtualization-based point-to-point automatic control system that is connected to a high speed wired system. Cloud computing based automation system enables the user based environment control, and may perform a building energy management performance through the improvement of the building automation system efficiently In addition, the virtualization system makes it possible to perform the management of the group building load management operators efficiently.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.14 no.2
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• pp.18-25
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• 2000

Since more than Building Exterior lighting is used for improving image at city, the importance of an efficient Building Exterior lighting can't be overemphasized. The purpose of this study was to develop a Building Exterior lighting design process model, through analyzing, measuring brightness, researching application, interview with an architecture for real Building Exterior lighting in night of Seoul. The results of the study can be summarized as: lighting prccess model for Building Extenior consists of four major process which are Building Audit Building Analysis Selection Opportunities Follow throug

• 한국신재생에너지학회:학술대회논문집
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• 2010.06a
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• pp.181.3-181.3
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• 2010

최근들어 전산유체역학(CFD: Computational Fluid Dynamics)은 빌딩에 대하여 다양한 응용분야에서 사용된다. 이번 연구에서는 측정이 어려운 도심지 건물 군을 지나는 바람에 대하여 CFD해석 방법을 이용하여 고층 빌딩 상공을 지나가는 바람장을 예측 하였으며, 예측 된 결과를 실제 측정치와 비교 검증하였다. 바람장 측정 방법은 마스트를 세워서 측정하는 방법, 풍동 실험실에서 축소된 모형에 대한 실험방법, PIV 측정방법, LIDAR, SODAR측정 방법 등 많은 방법이 있다. 이번 연구에서는 가장 정확한 측정 방법인 LIDAR를 사용하여 측정을 수행하였다. 바람장이 측정된 장소는 서울 잠실 롯데 호텔 상공이며, 불어오는 바람은 롯데 월드를 중심으로 주변의 상가 건물들과 아파트 건물들 때문에 불안정하며 고르지 않을 것으로 예상되었다. LIDAR 측정은 일정 기간 동안 이루어 졌다. CFD해석은 임의의 시간대에 대해서 주 풍향에 대해서 해석이 수행되었다. CFD 해석결과는 최종적으로 측정 데이터와 비교 검증이 이루어 졌으며, 두 데이터간의 일치도가 높음을 알 수 있었다.

• KOMUNHWA
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• no.58
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• pp.85-117
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• 2001

This paper is focused on Buddhistic and ancient fortress excavated recently in Cheonnam Province. The outcome of Buddhism is researching the building place of the period of the Unified Shilla Period in Geumdunsaji(金芚寺址). This is the first research for Bud

• 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.

• Korean Journal of Heritage: History & Science
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• v.54 no.2
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• pp.38-55
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• 2021

Cherwon Castle is located in Pungcheonwon, Cherwon, in the center of the Korean Peninsula. Currently, it is split across the Demilitarized Zone (DMZ) between the two Koreas. It attracts attention as a symbol of inter-Korean reconciliation and as cultural heritage that serves as data in making important policy decisions on the DMZ. Despite its importance, however, there has not been sufficient investigation and research done on Cherwon Castle. This is due to the difficulty involved in investigation and research and is caused by the site's inaccessibility. As a solution, the current investigative methods in satellite and aerial archeology can be applied to interpret and analyze the structure of Cherwon Castle and the features of its inner space zoning. Cherwon Castle was built on the five flat hills that begin in the northern mountainous hills and stretch to the southwest. The inner and outer walls were built mainly on the hilly ridges, and the palace wall was built surrounding a flat site that was created on the middle hill. For each wall, the sites of the old gates, which were erected in various directions , have been identified. They seem to have been built to fit the direction of buildings in the castle and the features of the terrain. The castle was built in a diamond shape. The old sites of the palace and related buildings and landforms related to water drainage were identified. It was verified that the roads and the gates were built to run from east to west in the palace. In the spaces of the palace and the inner castle, flat sites were created to fit different landforms, and building sites were arranged there. Moreover, the contour of a reservoir that is believed to be the old site of a pond has been found; it lies on the vertical extension of the center line that connects the palace and the inner castle. Between the inner castle and the outer castle, few vestiges of old buildings were found, although many flat sites were discovered. Structurally, Cherwon Castle is rotated about nine degrees to the northeast, forming a planar rectangle. The planar structure derives from the castle design that mimics the hilly landform, and the bending of the southwestern wall also attests to the intention of the architects to avoid the wetland. For now, it is impossible to clearly describe the functions and characters of the building sites inside the castle. However, it is believed that the inner castle was marked out for space for the palace and government offices, while the space between the outer and inner castle was reserved as the living space for ordinary people. The presence of the hilly landform diminishes the possibility that a bangri (grid) zoning system existed. For some of the landforms, orderly zoning cannot be ruled out, as flat areas are commonly seen. As surveys have yet to be conducted on the different castles, the time when the walls were built and how they were constructed cannot be known. Still, the claim to that the castle construction and the structuring of inner spaces were inspired by the surrounding landforms is quite compelling.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.228-228
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• 2022

최근 이상기후로 인해 단시간에 다량의 강우가 내리는 현상이 발생하고 있으며, 이는 급경사면의 지반을 포화시켜 붕괴에 이르게 하여 유수와 붕괴된 토사가 계곡을 따라 흐르는 토석류 재해로 이어진다. 토석류는 빠른 속도로 유하하여 인명과 주거 및 도로 등의 시설에 피해를 발생시킨다. 토석류를 해석하기 위한 연구방법에는 피해지역의 현장조사와 모형실험을 이용하는 방법, 수치모형을 이용하는 방법 등이 있다. 현장조사와 모형실험에는 고가의 장비와 많은 인력 및 비용이 소요되어 수치모형을 이용한 연구가 주로 이뤄지고 있으며, 피해지역의 건물, 도로 등의 시설물을 고려한 지형을 제작하여 토석류 수치모형에 적용한 연구도 진행되고 있다. 본 연구에서는 태풍 미탁의 영향으로 시간당 최대 110mm/hr, 누적강수량 487mm로 인해 토석류 재해가 발생한 강원도 삼척시 원덕읍을 연구대상지로 선정하였으며, 토석류 해석 시 침식과 퇴적작용을 고려할 수 있는 Hyper KANAKO 모형을 적용하였다. 토석류 수치모의 시 건물의 유무를 고려하여 지형자료를 구축하고 Hyper KANAKO 모형을 적용하였다. 건물이 미고려된 지형에서는 실제 토석류가 이동한 거리와 피해면적에 비해 과다하게 모의 되는 특징이 나타났으나, 건물이 고려된 지형에서는 실제 피해와 유사한 이동거리, 유동심 및 피해면적을 나타내었다. 이는 토석류 발생 위험지역에 대한 모의 시 건물을 고려함으로써 피해범위와 규모를 건물 미고려시 보다 정확하게 예측할 수 있어 토석류 저감계획 수립 및 피해지 분석시 활용성이 가능할 것으로 판단된다.

• The Transactions of the Korea Information Processing Society
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• v.13 no.5
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• pp.217-220
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• 2024

Predicting earthquake occurrences accurately is challenging, and preparing all buildings with seismic design for such random events is a difficult task. Analyzing building features to predict potential damage and reinforcing vulnerabilities based on this analysis can minimize damages even in buildings without seismic design. Therefore, research analyzing the efficiency of building damage prediction models is essential. In this paper, we compare the accuracy of earthquake damage prediction models using machine learning classification algorithms, including Random Forest, Extreme Gradient Boosting, LightGBM, and CatBoost, utilizing data from buildings damaged during the 2015 Nepal earthquake.

• Journal of the Korean Association of Geographic Information Studies
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• v.20 no.1
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• pp.137-151
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• 2017

The space between urban buildings becomes a waterway during rain events and requires a boundary condition in numerical calculations on grids to separate overland storm flows from building areas. Minimization of the building data distortion as a boundary condition is a necessary step for generating accurate calculation results. A building generalization is used to reduce the distortion of building shapes and areas during a raster conversion. The objective of this study was to provide the appropriate threshold value for building generalization and grid size in a numerical calculation. The impact of building generation on the connectivity of urban storm waterways were analyzed for a general residential area. The building generalization threshold value and the grid size for numerical analysis were selected as the independent variables for analysis, and the number and area of sinks were used as the dependent variables. The values for the building generalization threshold and grid size were taken as the optimal values to maximize the building area and minimize the sink area. With a 3 m generalization threshold, sets of $5{\times}5m$ to $10{\times}10m$ caused 5% less building area and 94.4% more sink area compared to the original values. Two sites representing general residential area types 2 and 3 were used to verify building generalization thresholds for improving the connectivity of storm waterways. It is clear that the recommended values are effective for reducing the distortion in both building and sink areas.

• Journal of the Korean Institute of Landscape Architecture
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• v.36 no.5
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• pp.73-81
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• 2008

The purpose of this study is to create a database of the use of landscape greenery that surrounds commercial buildings in Seoul. The method of this study was: to review preceding studies and related laws, survey areas, measure trees, and analyze the results. The 20 representative sites were specifically investigated to measure the width, direction, and environment of planting conditions. To analyze the greens adjacent to the building, the greens were divided into three types: front greenery, side greenery, and rear greenery. The study surveyed the distance from trees to adjacent buildings, and their planting conditions. The results of this study are as follows. First, 45% of the front greenery and 30% of the rear greenery were not established, but 19 of the 20 side greens were. Second, 13 of the 44 green areas adjacent to commercial buildings were under 1m in width. Most side greenery was belt -shape and unrelated to the features of the site or building. Third, the average distance from trees to buildings was 0.76m, indicating that most trees were planted too close to the buildings. Fourth, of the 30 trees utilized, the species breakdown was: 8 evergreen trees, 15 deciduous trees, and 7 shrubs. For the most part, planting patterns were similar for all species. Fifth, most sites were ill-suited to tree growth, because crown shape, planting conditions, and light conditions, etc., had not been considered. Based on these results, it is suggested that more specific, subdivided standards for planting conditions should be established. For example, building plans should include a green area that is at least one meter in width. In addition, according to the location and type(closing/opening) of the greenery adjacent to the buildings, suitable management programs and supervision protocol should be adopted.