• Defense and Technology
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• no.4 s.242
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• pp.82-87
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• 1999

전투원(전투병사) 개인방호체계는 각개병사와 병사들이 전술적 환경에서 사용하기 위해 착용, 소모, 휴대하는 모든것을 포함하는 방호체계들의 시스템이다. 이러한 전투원 개인방호체계의 현대화 노력은 "위력", "지휘 및 통제", "생존성", "유지능력", "기능성"을 극대화하고 전투원 체계들을 디지털 전장에서 통합함으로써 전투상승효과를 달성할 수 있다

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.731-734
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• 2011

본 연구에서는 강재로 구성된 선박충돌방호공의 최대방호능력을 산정하기 위하여 선박과 충돌방호공을 모델링하고 충돌거동을 해석하였다. 이러한 비선형충돌해석은 매우 큰 요소망과 고도의 비선형성을 려해야하기 때문에 이의 해석비용이 일반적인 해석에 비하여 매우 크므로 해석의 경제성을 확보하기 의사정적해석방법을 이용하여 해석을 수행하였다. 이 과정에서 효율적인 해석을 위한 수치 해석기법이 추가되었다. 해석결과 얻어진 선박과 방호공의 에너지소산곡선을 바탕으로 충돌선박이 교량하부구조에 도달하는 시점을 추정하고 이를 바탕으로 대상선박의 최대충돌속도를 산정하였다.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2009.04a
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• pp.241-247
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• 2009

국내 원전 화재방호규정에서는 화재에 의한 원자로의 안전에 미치는 영향을 최소화하기 위하여 원전 사업자에게 설계단계에서부터 화재위험도분석을 수행하고 화재예방대책을 포함한 화재방호계획을 수립하도록 요구하고 있다. 이에 대한 세부지침으로 원전 도입국의 지침을 사용하고 있으나, 원자력발전 산업의 규모와 기술적인 분야를 주도하는 입장에서 한국원자력안전기술원은 법적근거를 확보할 수 있는 우리 고유의 지침을 개발하고 있다. 본 발표에서는 원전의 화재방호 규정과 세부지침 수립시 고려하고 있는 사항을 소개하고, 원전 화재 안전성을 향상시킬 수 있는 국내 원전 화재방호 규정 정립을 위한 방향을 제시하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2023.05a
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• pp.478-478
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• 2023

우리나라는 기후변화로 인해 태풍과 집중호우에 의한 산지재해 피해가 증가하고 있다. 이러한 산지재해를 저감하기 위해 토석류 수치모의를 하여 피해규모를 예측하거나 저감시설을 설치한다. 토석류 저감시설에는 사방댐, 방호벽, 유도수로 등이 있다. 국내에서는 사방댐을 많이 설치하고 있으나 사방댐을 설치할 시 주변 시설물의 규모와 위치를 고려해야 하는 어려움이 있다. 본 연구에서는 토석류를 저감하기 위한 시설 중 사방댐의 대안으로 방호벽을 설치하여 저감효과를 분석하였다. 2022년 8월 토석류 피해가 발생한 강원도 횡성군을 대상지역으로 선정하고 수치 지도를 이용하여 DEM자료를 구축하였다. 그리고 토석류 수치모의가 가능한 FLO-2D 모형에 적용하여 유동특성을 분석하였다. 또한 저감효과를 분석하기 위해 방호벽을 창고 주변과 주택 주변에 설치하여 해당 위치에서의 유동특성을 비교·분석하였다. 방호벽을 설치하고 토사가 퇴적되기 시작한 부분을 고려하여 설치한 후 건물 주변에서의 토석류 저감효과를 분석한 결과 창고 주변과 주택 주변에 단일로 설치하여 저감효과가 나타났으나 한계점이 나타났다. 한계점을 보완하고자 방호벽을 이중으로 설치하고 모형을 적용하여 저감효과를 비교·분석하였다.

• Journal of the Korea Society for Simulation
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• v.30 no.1
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• pp.55-63
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• 2021

As a study on ballistic protection performance of a weapon system that is used in combat simulation, this paper aims to propose an improvement effect of the ballistic protection performance varying with incident angle of a bullet. For this, live-fire ballistic tests were performed to determine either complete penetration(CP) and partial penetration(PP) of three types of general armor plates made of uniformly rolled steel plates against a small caliber threat using 5.45 mm bullets with various speed. The major test parameter was the material of the weapon system and incident angle of the bullet with the target. Further, to quantitatively analyze the ballistic protection performance, three existing measurement methods were used for ballistic limit velocity. The test results showed that the ballistic protection performance with the incident angle of 30 degrees was 4% to 14% varying with the material of the armor plates greater than that of 0 degrees, which was approximately 1.1 times the performance improvement on average when compared to the conventional angle of incidence of the 0 degree. Those test results are expected to contribute to developing a more realistic combat simulation addressing the parameter improving the ballistic protection performance of an armor plate.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.113-116
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• 2008

According to a domestic provision, test levels of the barrier are divided into seven categories(SB1 to SB7) and the corresponding crash conditions are specified. Meanwhile, standard types of concrete barriers with different dimensions have been constructed nation wide. Some studies aimed at finding a proper test level of each type of the concrete barrier have been carried out, but the reliable and consistent results have not been fully established yet. The purpose of this study is to find out the test level corresponding to the concrete barrier of type-2 through static test. AASHTO LRFD was referred to for the loading pattern and a magnitude of the load that simulate a vehicle crash assumed. The test results show that the ultimate strength of the type-2 satisfies the load level required for SB5. However, it seems that the type-2 does not comply with SB6, showing some differences in results from previous analytical studies. In order to take advantage of the static test in establishing the test level of the domestic barrier, more detailed provisions should be specified.

• Journal of the Korea Institute of Building Construction
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• v.19 no.2
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• pp.167-174
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• 2019

Protective facilities are the last means of ensuring the survivability of personnel and assets, and there is a greater amount of matters to consider than those of general buildings. However, the Defense Military Facilities Criteria and the Ministry of the Interior and Safety, Ordinance No. 20, are only considering the expected enemy threats. In this study, we use objective and statistical methods to refine the consideration of the required capacity of protection based on the opinions of the experts. Specifically, the study adopts the Delphi technique associating the experts related to 30 defense military facilities criteria. The first-round questions were open-ended, and it compiled the points to consider related to the bulletproof and explosion - proof design. The second questionnaire was applied as closed questionnaire with 7 points scale methods. As a result of the factor analysis on the opinions of the experts, it was confirmed that the protection requirement level was due to METT + TC.

• Journal of the Korea institute for structural maintenance and inspection
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• v.25 no.1
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• pp.93-102
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• 2021

This paper describes the process of developing a concrete median barrier of SB4 grade with anti-glare function. The development section has a height and width of 1,270mm and 560mm, respectively. A wire mesh is placed in the center of the cross section to improve the protection performance. Collision analysis predicted that this section satisfies the strength and occupant protection performance, and that no damage to the barrier occurs. In the actual collision test, it was confirmed that this section satisfies the strength and occupant protection performance. However, damage was observed on two concrete barrier when the truck crashed. In order to improve the accuracy of the collision analysis of the concrete barrier in the future, it is considered that a study on the model development and continuous collision analysis method for domestic commercial vehicles should be carried out.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.42 no.5
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• pp.671-679
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• 2022

Harmful factors such as shock waves and fragments are generated at domestic ammunition testing sites and military shell shooting training sites due to frequent shooting and explosion tests. As a result, complaints from local residents are rapidly increasing, and there is a high risk of damage to facilities and human life. The recently constructed ammunition test site built a test facility for firing artillery and rocket propulsion in a narrow area with a radius of 300 m due to site restrictions, but damage to the facility is accumulating because there is no adequate protective structure. Therefore, in this study, quantitative data on harmful factors such as noise, vibration, shock wave, and thermal effect generated between artillery firing and rocket propulsion tests were measured, and explosion pressure characteristics were analyzed to design a protective structure, and use Autodyn to protect performance. to perform verification.

• Proceedings of the Costume Culture Conference
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• 1999.04a
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• pp.35-35
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• 1999