• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2001.11a
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• pp.46-52
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• 2001

본 연구에서는 롤러로 지지된 슬래브 구조물인 연결통로 구조물에 대한 구조해석을 수행하여, 고정하중(사하중)과 활하중 작용시 대상구조물에 발생되는 최대 변위 및 최대 단면력을 해석하였으며, 극한강도설계법에 의하여 극한강도 및 설계강도를 비교·검토함으로써 대상 연결통로 구조물의 안전성을 평가하였다. 구조해석시 대상구조물을 3차원 뼈대 요소 및 shell 요소로 형상화하여 모델링하였으며, 현재 가장 널리 사용되고 있는 범용 구조해석 프로그램인 SAP 2000 Nonlinear에 의해 구조해석을 수행하였다.(중략)

• Journal of the Korea institute for structural maintenance and inspection
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• v.28 no.4
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• pp.28-36
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• 2024

In this study, an analytical evaluation of evacuation safety in typical road tunnels was conducted. The Fire Dynamics Simulator (FDS) was employed to perform fire simulations with varying fire sizes to determine the allowable evacuation time in road tunnels. Additionally, evacuation simulations were performed using Pathfinder, considering the width of barrier doors and the spacing of evacuation passageways, to calculate the required evacuation time. A comparison between the allowable and required evacuation times was conducted to assess the impact of fire size, passageway spacing, and barrier door width on tunnel evacuation safety. The results from the fire and evacuation simulations indicated that an increase in fire size and passageway spacing, along with a decrease in door width, resulted in an increase in the number of casualties. Conversely, increasing the barrier door width to more than 1.2meters led to a reduction in casualties as passageway spacing increased.

• KEPCO Journal on Electric Power and Energy
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• v.7 no.2
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• pp.233-236
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• 2021

종래의 사용중인 송전철탑 암(Arm) 이동 또는 작업을 위해서는 암주재를 발로 딛고 이동 하거나 작업하는데 발디딤 공간이 부족하여(7~15cm)안전사고 발생요인이 되고 있다. 이러한 문제점을 개선하고자 철탑 암 이동 또는 작업 시 작업자의 심리적 안정감과 물리적 안전조건을 강화시키기 위해 발디딤 공간을 30cm 로 확대시킨 "철탑 암 이동을 위한 통로용 안전발판"(이하, 철탑 암 안전발판)을 개발하였다.

• Journal of the Korea Institute of Construction Safety
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• v.2 no.1
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• pp.9-15
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• 2019

Despite the efforts for enhancing the safety record, construction industry has been suffered from higher fatalities than other industries. The poor record of safety in construction industry means that there is a clear need for an effective countermeasure. As mentioned in previous studies, it is important to identify the type of activities or risks that are likely to cause accidents and to develop appropriate safety measures. Considering the large number of accident cases on the temporary installations including work platforms and work passages, the temporary installations should be managed first. To support it, this study aims to analyze falling accident cases on construction working platforms and passages which can lead to develop proper safety measures. Through the analysis of 1663 accident cases in the perspective of cost, progress, activity, and type of workers, this study identifies how the recent accidents occur and what is the cause of the accident occurrence. The identified causes of accident occurrence will help us to improve current construction safety.

• The Safety technology
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• no.70
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• pp.90-91
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• 2003

• KSCE Journal of Civil and Environmental Engineering Research
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• v.41 no.6
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• pp.727-736
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• 2021

Road tunnel lengths are increasing. Some 1,300 tunnels with 1,102 km in length had been increased till 2019 from 2010. There are 64 tunnels over 3,000 m in length, with their total length adding up to 276.7 km. Safety facilities in the event of a tunnel fire are critical so as to prevent large-scale casualties. Standards for installing disaster prevention facilities are being proposed based on the guidelines of the Ministry of Land, Infrastructure and Transport, but they may be limited to deep underground tunnels. This study was undertaken to provide guidelines for the spacing of evacuation connection passages and the widths of evacuation connection doors. Evacuation with various spacing and widths was simulated in regards to evacuation time, which is the measure of safety, using the evacuation analysis simulation software EXODUS Ver.6.3 and the fire/smoke analysis software SMARTFIRE Ver.4.1. Evacuation connection gates with widths of 0.9 m and 1.2 m, and spacings of 150 m to 250 m, were set to every 20 m. In addition, longitudinal slopes of 6 % and 0 % were considered. It was determined to be safe when the evacuation completion time was shorter than the delay diffusion time. According to the simulation results, all occupants could complete evacuation before smoke spread regardless of the width of the evacuation connection door when the longitudinal slope was 6 % and the interval of evacuation connection passage was 150 m. When the evacuation connection passage spacing was 200 m and the evacuation connection gate width was 1.2 m, all occupants could evacuate when the longitudinal slope was 0 %. Due to difference in evacuation speed according to the longitudinal slope, the evacuation time with a 6 % slope was 114 seconds shorter (with the 190 m connection passage) than with a 0 % slope. A shorter spacing of evacuation connection passages may reduce the evacuation time, but this is difficult to implement in practice because of economic and structural limitations. If the width of the evacuation junction is 1.2 m, occupants could evacuate faster than with a 0.9 m width. When the width of a connection door is 1.2 m with appropriate connection passage spacing, it might provide a means to increase economic efficiency and resolve structural limitations while securing evacuation safety.

• The Safety technology
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• no.106
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• pp.64-67
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• 2006

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 1999.06a
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• pp.281-284
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• 1999

자재나 반제품의 이동시에 자주 사용되는 대차는, 동력이 필요없으면서도 협소하고 복잡한 통로를 신속하고 손쉽게 왕래할 수 있다는 장점 때문에 작업현장에서 빈번히 행해지고 있지만, 여러 공급업체에서 납품된 형태 그대로 이용되고 있어 그 규격이나 형태도 제 각각이다. 작업자들의 신체조건이 고려되지 않은 대차는 작업자들로 하여감 무리한 작업자세나 동작을 유발시키거나, 심한 경우 요통재해를 발생시킬 수 도 있다. 또한 시야가 확보되지 못할 정도로 큰 대차와 부적합한 통로로 인하여 충돌사고의 위험성도 있다. (중략)

• Journal of the Korea Construction Safety Engineering Association
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• s.21
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• pp.39-49
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• 1996

• Journal of the Korea Construction Safety Engineering Association
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• s.35
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• pp.46-53
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• 2006