• Journal of Korean Society of Disaster and Security
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• v.10 no.2
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• pp.43-47
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• 2017

There is no safety accident of the class 1 and 2 facilities that have been managed by the 'Special Act on Safety Management of Facilities' in the last 22 years. Safety accidents of the small sized facilities are increasing every year because of the lack of systematic management of the facilities. The government plans to enact a small portion of small sized buildings into the class 3 facilities, enabling them to enact a safety check. In this paper, we analyze the safety management status of the class 3 facilities of buildings and propose a plan for improving the safety of small sized buildings.

• Journal of the Society of Disaster Information
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• v.20 no.1
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• pp.147-155
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• 2024

Purpose: The purpose of this study is to analyze the danger signs of buildings and present a plan to install a building monitoring system to develop measurement technology for small private buildings in the blind spot of disaster safety. Method: The cause of building risk behavior, components of monitoring measuring equipment, location of measuring equipment installation, management plan, etc. are presented. Result: Measuring instruments essentially include acceleration sensors, tilt sensors, gyro sensors, GPS, etc. The measuring instrument should take into account the height and cross-sectional area of the pillar. Conclusion: The results of this study can strengthen disaster safety capabilities in preparation for disasters arising from building collapses that may occur in small private buildings.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2012.06a
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• pp.428-430
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• 2012

플로팅 건축물은 현장 시공에 제약 조건이 발생할 가능성이 높아 현장 시공을 최소화할 필요가 있다. 이 연구에서는 현장 시공을 최소화할 수 있는 모듈러 설계를 플로팅 건축물 상부공간에 적용하기 위하여, 먼저 프로젝트 초기 단계에서의 고려 사항을 검토하였고, 소규모 레저용 플로팅 주거공간을 대상으로 모듈러 설계를 적용하는 방안을 시도하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.27 no.3
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• pp.58-70
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• 2023

Based on the current state of safety management for small-scaled old buildings, this study identified problems and proposed improvement plans. The study investigated the current status of safety management based on relevant laws and government and financial portal data, as well as budget documents related to the targets of safety management, the organization responsible for safety management, and the budget required for organizational operation. As a result, the study revealed the problem of safety management blind spots for buildings that are not included in the legal safety inspection targets. It also identified difficulties in securing specialized personnel for the operation of local building safety centers and financial constraints for the operation of building safety special accounting. To address these issues, the study proposed measures such as expanding the scope of safety inspection targets for small-scaled old buildings to reduce safety management blind spots, improving compensation regulations for specialized personnel, setting a minimum ratio for enforcement fines to secure financial resources, and gradually adjusting building permit fees. The study aimed to contribute to improving the efficiency of safety management for small-scaled old buildings based on these proposed measures.

• Journal of the Earthquake Engineering Society of Korea
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• v.16 no.2
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• pp.47-60
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• 2012

Based on the Korean Building Standard Law, a building less than 3-stories and $1000m^2$ in area is defined as a small-level building and, as a result, this type of building has been excluded from the requirement to comply with seismic design. In order to prevent the loss of life and property under earthquake loadings, the small-scale building should satisfy the seismic performance specified in the current code through a seismic retrofit. In this study, a seismic retrofit scheme of a Buckling-Restrained Knee Brace (BRKB) was developed for non-seismic 2-story steel buildings, including small-scale buildings, using a fragility contour method. In order to develop an effective retrofit scheme of the BRKB for the building, a total of 75 BRKB analytical models were used to achieve the desired performance levels and analyzed using the fragility contour method. The seismic performance of the retrofitted building was evaluated in terms of the weight of the developed BRKB systems. This study shows that the fragility contour method can be used for rapid evaluation and is an effective tool for structural engineers.

• 월간 기계설비
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• s.298
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• pp.106-109
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• 2015

초고층 건축물 건축허가 시 주변대지의 안전까지 검토하는 안전영향평가제도를 도입하는 등 건축물 안전제도가 국민체감형으로 개선된다. 또한 2층 이하 소규모 건축물에도 불에 타지 않는 내부마감재료 기준이 적용되고 다중이용건축물의 범위가 연면적 $5,000m^2$ 이상에서 $1,000m^2$ 이상으로 확대된다. 국토교통부(장관 유일호)는 지난해 발생한 경주 마우나리조트 붕괴사고 등이 재발하지 않도록 국민들이 체감할 수 있는 건축물 안전제도 개선안을 마련해 추진중이라고 발표했다.

• 건축구조
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• v.18 no.1
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• pp.50-53
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• 2011

• 건축구조
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• v.9 no.1
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• pp.32-34
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• 2002

• Journal of KIBIM
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• v.13 no.1
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• pp.13-21
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• 2023

The purpose of this study is to establish a system that manages the safety of buildings efficiently by finding the correlation of elements related to the safety of buildings and intuitively visualizing them. Data were collected using the data of small-scale buildings managed by public institutions and the government, and an effective analysis visualization environment was established through pre-processing. We selected safety-vulnerable factors such as the structure of the building and completion date to find the relationship, and established a model to prioritize management to find vulnerable buildings.

• Korean Architects
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• no.5 s.433
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• pp.64-71
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• 2005