• 한국안전학회지
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• 제30권6호
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• pp.94-101
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• 2015

When a severe disaster such as a building collapse occurs, a first priority for rapid rescue is to find a location where people are highly expected to be buried but alive. It is, however, very difficult to correctly designate the location of such cavities by conventional geophysical survey due to a pile of debris of building members. In this study, location of possible lifeguard cavities were evaluated through a series of simulations of building collapse by explosion depending on the height of the building, a structure of basement floor and a location of explosion. Three types of building structure: five-story, ten-story and fifteen-story were prepared as a model for the simulation. As a results, in the case of low building, only basement floor partially collapsed. On the other hand, in the case of high building, a collapsed range on the inside of the building increased and lifeguard spaces were formed only in the lateral side or corner of the building. In addition, when a wall exists in the basement floor, the possibility that cavities could be formed increased compared to the cases without wall. However, for the fifteen-story building case, no possible lifeguard cavity was found. It is noted that for a high rise building, the height of building more affect forming of safeguard cavity than the structure of the basement floor.

• 대한건축학회논문집:구조계
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• 제35권9호
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• pp.183-190
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• 2019

This paper intended to propose the optimal outrigger position in tall building. For this purpose, a schematic structure design of 70 stories building was accomplished by using MIDAS-Gen. In this analysis research, the key variables were the stiffness of outrigger, the stiffness of frame, the stiffness of shear wall, the stiffness of exterior column connected in outrigger and the outrigger location in height. With the intention of looking for the optimum location of outrigger system in high-rise building, we investigated the lateral displacement in top floor. The study proposed the new method to predict the optimal location of outrigger system considering the frame stiffness. And it is verified that the paper results can be helpful in providing the important engineering materials for finding out the optimum outrigger position in tall building.

• 한국구조물진단유지관리공학회 논문집
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• 제17권6호
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• pp.40-49
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• 2013

본 연구는 구조해석 프로그램 MIDAS-Gen을 사용하여 80층 건물의 구조분야에 대한 계획설계를 실시한 후에 캡 트러스가 설치된 초고층건물의 아웃리거 구조의 최적위치에 대하여 연구하는 것을 목적으로 하였다. 이 논문에서 구조해석의 주요한 변수는 아웃리거 위치와 주요한 구조요소 (아웃리거, 외곽기둥, 전단벽 등)의 강성이다. 캡 트러스가 설치된 초고층건물의 아웃리거 구조의 최적위치를 찾기 위하여 초고층건물의 구조설계에서 가장 중요하게 고려해야하는 요소의 하나인 최상층의 수평변위를 분석하고 고찰하였다. 본 연구의 결과, 아웃리거 위치와 아웃리거, 외곽기둥, 전단벽과 같은 주요한 구조요소의 강성은 최적의 아웃리거 위치에 영향을 주는 것으로 나타났다. 그리고 본 연구의 결과는 초고층건물의 수평변위를 최소화시키는 최적의 아웃리거 위치를 결정할 수 있는 기본적인 엔지니어링 자료를 제공하는 것으로 나타났다.

• 한국구조물진단유지관리공학회 논문집
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• 제21권6호
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• pp.16-24
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• 2017

본 논문은 오프셋 아웃리거의 최적위치를 알기 위하여 우선 아웃리거 구조시스템이 설치된 80층의 초고층건물을 대상으로 MIDAS-Gen을 이용하여 계획설계 수준의 구조설계를 실시하였다. 그리고 본 연구에서는 기둥의 강성, 아웃리거의 평면상 위치, 아웃리거의 설치 높이 등을 주요한 변수로 선택하여 구조해석을 진행하였다. 또한 초고층건물의 오프셋 아웃리거에 대한 최적위치를 찾는 것을 목적으로 초고층건물의 구조설계에서 가장 필수적인 최상층에서 발생하는 수평변위를 분석하였다. 본 연구의 결과, 기둥의 강성, 아웃리거의 평면상 위치, 아웃리거의 설치 높이는 아웃리거 구조시스템의 최적위치에 영향을 주는 것으로 나타났다. 또한 본 연구의 결과는 초고층건물의 오프셋 아웃리거 구조시스템의 최적위치를 알려주는 구조설계 자료로 유용하다고 사료된다.

• 융합경영연구
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• 제11권3호
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• pp.81-92
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• 2023

Purpose: The purpose of this study is to identify the determinants of store occupancy based on the rental characteristics of small and medium-sized enterprises (SMEs) renting buildings across the country, and to analyze the satisfaction level after opening. Research design, data and methodology: The study conducted an empirical survey through questionnaires targeting individual business owners, corporate representatives, and executives and employees nationwide, including Seoul, Gyeonggi, and other metropolitan areas and provincial cities. Results: In this study, the most important factor that SMEs consider when deciding whether to rent a commercial building or office is financial characteristics, followed by management characteristics, location characteristics, building characteristics, and facility characteristics. In addition, management characteristics were found to have the greatest impact on rental satisfaction of SMEs, followed by financial characteristics, building characteristics, and location characteristics in order. Conclusions: Since the lessor cannot immediately improve the location characteristics or building characteristics, in order to increase the rental satisfaction of small and medium-sized businesses in a relatively short period of time, it is necessary to improve managerial characteristics such as prompt civil complaint handling and clean management of the building. In addition, it is analyzed that if the factors that can reduce the burden on the tenants are found in advance and reflected in the financial characteristics, the satisfaction of the tenants can be increased.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.2
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• pp.83-88
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• 2006

Many applications in the area of location-based services and personal navigation require nowadays the location determination of a user not only in outdoor environment but also indoor. To locate a person or object in a building, systems that use either infrared, ultrasonic or radio signals, and visible light for optical tracking have been developed. The use of WiFi for location determination has the advantage that no transmitters or receivers have to be installed in the building like in the case of infrared and ultrasonic based location systems. WiFi positioning technology adopts IEEE802.11x standard, by observing the radio signals from access points installed inside a building. These access points can be found nowadays in our daily environment, e.g. in many office buildings, public spaces and in urban areas. The principle of operation of location determination using WiFi signals is based on the measurement of the signal strengths to the surrounding available access points at a mobile terminal (e.g. PDA, notebook PC). An estimate of the location of the terminal is then obtained on the basis of these measurements and a signal propagation model inside the building. The signal propagation model can be obtained using simulations or with prior calibration measurements at known locations in an offline phase. The most common location determination approach is based on signal propagation patterns, namely WiFi fingerprinting. In this paper the underlying technology is briefly reviewed followed by an investigation of two WiFi positioning systems. Testing of the system is performed in two localization test beds, one at the Vienna University of Technology and the second at the Hong Kong Polytechnic University. First test showed that the trajectory of a moving user could be obtained with a standard deviation of about ${\pm}$ 3 m.

• 교육시설
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• 제12권1호
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• pp.41-53
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• 2005

The purpose of this study is to suggest the reference materials in the selection of location of elementary school at the planning of building site development by analyzing the environment of architecture in the district of building site development. The method of investigation adapted the site investigation and drawing analysis of the elementary school, after collecting materials of the district of building site development within Busan city, under the object of investigation including 17 elementary schools within 15 districts of building site development and the object of investigation.

• 설비공학논문집
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• 제6권3호
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• pp.267-281
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• 1994

The Combustion gas behavior induced by fire in a building is numerically investigated. The typical building for this analysis is partially divided by a vertical baffle projecting from the ceiling. The solution procedure includes the low Reynolds number ${\kappa}-{\varepsilon}$ model for the turbulent flow and the discrete ordinates method is used for the calculation of radiative heat transfer equation. The effects of the location and size of fire source and baffle length on velocity and temperature distributions, species mass fraction and flame location are analyzed. As the results of this study, it is found that the case when the fire source is located at the vertical wall is more dangerous than at the bottom wall in view of the combustion products and flame location. It is also found that the radiation effect cannot be neglected in analyzing the building in fire.

• 대한공간정보학회지
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• 제8권1호
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• pp.97-103
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• 2000

고도화된 현대 산업사회는 대형 건축물과 각종 사회기반 시설물의 밀집화로 예기치 못한 각종 재난과 재해가 늘어나고 있다. 따라서 이러한 재난과 재해에 대한 예방과 예보를 통하여 피해를 최소화하고 신속한 수습과 복구 등을 과학적으로 할 수 있는 능률적인 사고대응 체계의 필요성이 절실한 요구되고 있다. 신고자 위치표시 시스템 개발의 목적은 ANI(자동전화번호식별), GPS(범지구측위시스템)등의 첨단기술을 GIS와 연동하여 신속하게 재난과 재해를 대처하는데 있다 개발된 시스템으로 신고 즉시 사고 위치와 사고지점까지의 최단거리를 표시 할 수 있어 신속한 수습과 대책이 가능하였다.

• 건축역사연구
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• 제8권1호
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• pp.41-52
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• 1999

This study aims to infer the plan and location of the government office building in Chongju Castle in the Late Yi-dynasty. The conclusion is as follows: 1. The Chongju Castle Map(淸州邑城圖, late in the 18th century, hereinafter referred to CCM) provides the detail arrangement and location of Government Office Building in Chongju Castle. And the road structure and plan of the CCM is almost same with the present time. 2. As compared with CCM and a Chongju-land Registration Map(淸州面地籍原圖, 1913, CRM) to infer the location of the traditional government office building in Chongju Castle, the building locations of Gaek-Sa(客舍) Donghun(東軒)'s region in CCM are almost accordance with today's. But those of Byungyoung(兵營) Group's region are represented by a little error. So the locations of Byungyoung(兵營) Group's region rearranged, moved down to be in accordance with the approach circulation of Main Gate(閉門樓) which is shown in CRM. 3. The records, on the plan of the traditional government office building in Chongju Castle, have proved that the plan of Gaek-Sa was a width of 11 bay and a depth of 2 bay. A width of 3 bay drawn in CCM, the present plan of Donghun is a width of 7 bay and a depth of 4 bay. The main building and especially the double-storied Main Gate($4{\times}3$) of Byungyoung Group are exactly in keeping with the present road structure.