• 한국시뮬레이션학회논문지
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• 제29권3호
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• pp.83-91
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• 2020

OneSAF 모델의 활용이 본격화될 것으로 판단되는 현재 시점에서 가장 중요한 요소는 입력 데이터의 확보이다. 특히 모델 운용자들이 가장 결정하기 어려운 입력 데이터는 명중률과 살상률 데이터이다. 이러한 데이터들은 개발시험평가와 운용시험평가 기간 중에 실시되는 실사격 실험들을 통하여 결정되므로 많은 자원과 시간이 소요된다. 따라서 상대적으로 효율적이면서 비교적 정확한 방법들이 필요하다. 본 논문에서는 명중률 데이터를 확보할 수 있는 가능한 방안들을 검토하고, 방안별로 어떻게 데이터를 산출할 것인가에 대한 방법론을 소개하였다. 먼저 JMEM 도구들을 사용하여 산출된 결과로부터 OneSAF 모델의 명중률 데이터로 변환하기 위하여 필요한 방법을 제시하였다. 다음은 기존의 분석용 모델인 AWAM 모델에 입력 데이터로 존재하는 %로 표시된 명중률 데이터를 오차(mil)형태로 변환하는 방법인 오차요소법을 적용할 수 있음을 보였다. 더불어 소개된 오차요소법을 사용하여 명중률을 산출한 결과를 수행하였다. 오차요소법을 사용하여 공개된 사진 자료로부터 투사면적을 계산하여 보다 정확한 명중률을 계산하였다. 최종적으로 정확한 명중률 산출의 중요성을 명중률이 전투효과에 미치는 민감도 분석을 실시하여 입증하였다. 본 논문에서는 명중률 데이터 결정의 중요성과 꾸준한 명중률 데이터의 수집 및 분석으로 M&S 체계의 신뢰성이 향상되어야 하는 것을 강조하였다.

• 문화기술의 융합
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• 제10권1호
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• pp.289-295
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• 2024

본 연구는 교전급 분석모델을 활용하여 현재 보유 중인 개인화기의 명중률이 교전결과에 어떤 영향을 미치는지 확인하고 이에 따른 개선비용을 추정하기 위해 연구되었다. 현재 운용 중인 국방M&S 분석용 모델은 약 30여 가지로 확인되며 이 중 개별 무기체계 효과분석에 활용되는 지상무기효과분석모델(AWAM : Army Weapon Effectiveness Analysis Model)을 활용하여 실험하였다. 우선 모델에 대한 VV&A(Verification, Validation and Accreditation) 과정을 통해 신뢰성을 확인 후에 본 실험에 임했다. 실험대상은 각개병사가 휴대하는 최소한의 전투력을 의미하는 개인화기로 실험하였다. 또한 교전결과에 가장 영향을 미치는 요소인 명중률을 집중적으로 연구하였고 이를 향상시킬수록 적에게 피해를 많이 주는 선형적인 결과가 나왔으나 지속적으로 피해율이 상승되지는 않았으며 명중률을 20% 향상시켰을 때 피해율이 가장 크다는 것을 알 수 있었다. 수치상 20%가 향상된 명중률의 교전결과가 기존보다 약 2배 이상의 피해를 준다는 것을 알 수 있었다. 또한 '명중률이 향상된 개인화기를 개발하기 위해 어느 정도의 비용을 감당해야 할 것인가?' 라는 의문을 갖고 비용추정론의 방법 중 하나인 단순회귀분석으로 그 비용을 추정해 보았다. 본 연구를 통해 국방M&S를 활용하여 개인화기의 명중률이 교전결과에 상당한 영향이 있다는 것을 확인하였고, 명중률이 개선된 개인화기가 필요하다면 이를 위한 개선비용도 추정해보는데 의의가 있었다.

• 한국군사과학기술학회지
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• 제13권2호
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• pp.283-295
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• 2010

Although some large units, upper than division, have a identification system, most of them depend on US military. Especially, the company unit can not but execute GOP(General OutPost) guidance and battles inefficiently because they apply the method of conventional identification system. urrently, North Korea causes the high tension of peninsular by experimenting nuclear weapons and launching ICBM(Intercontinental Ballistic Missile). In addition, ROK military will reduce the number of personnel and division through reorganizing the structure into NCW (Network Centric Warfare) until 2020. These unstable situation and future tendency require the high technical identification system based on USN(Ubiquitous Sensor Network) in company unit level. his study suggests the method that the company unit apply the identification system based on USN which distinguish between friend and foe in the warfare. The identification system concludes the results through experiment of military analysis model (AWAM; Army Weapon effectiveness Analysis Model). After analyzing the experiment results, it indicates the budget requirement and operational operability of identification system. This will be able to improves battle efficiency and to prevent damages of friendly forces.

• International Journal of Computer Science & Network Security
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• 제23권8호
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• pp.204-209
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• 2023

Dynamic Bandwidth Allocation (DBA) methods in telecommunication network & systems have emerged with mechanisms for sharing limited resources in a rapidly growing number of users in today's access networks. Since the DBA research trends are incredibly fast-changing literature where almost every day new areas and terms continue to emerge. Co - citation analysis offers a significant support to researchers to distinguish intellectual bases and potentially leading edges of a specific field. We present the visualization based analysis for DBA algorithms in telecommunication field using mainstream co-citation analysis tool-CiteSpace and web of science (WoS) analysis. Research records for the period of decade (2009-2018) for this analysis are sought from WoS. The visualization results identify the most influential DBA algorithms research studies, journals, major countries, institutions, and researchers, and indicate the intellectual bases and focus entirely on DBA algorithms in the literature, offering guidance to interested researchers on more study of DBA algorithms.

• Geomechanics and Engineering
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• 제30권2호
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• pp.169-185
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• 2022

The urbanization and increasing rate of population demands effective means of transportation system (basement and tunnels) as well as high-rise building (resting on piled foundation) for accommodation. Therefore, it unavoidable to construct basements (i.e., excavation) nearby piled foundation. Since the basement excavation inevitably induces soil movement and stress changes in the ground, it may cause differential settlements to nearby piled raft foundation. To understand settlement and load transfer mechanism in the piled raft due to excavation-induced stress release, numerical parametric studies are carried out in this study. The effects of excavation depths (i.e., formation level) relative to piled raft were investigated by simulating the excavation near the pile shaft (i.e., H_e/L_p=0.67), next to (H_e/L_p=1.00) and below the pile toe (H_e/L_p=1.33). In addition, effects of sand density and raft fixity condition were investigated. The computed results have revealed that the induced settlement, tilting, pile lateral movement and load transfer mechanism in the piled raft depends upon the embedded depth of the diaphragm wall. Additional settlement of the piled raft due to excavation can be account for apparent loss of load carrying capacity of the piled raft (ALPC). The highest apparent loss of piled raft capacity ALPC (on the account of induced piled raft settlement) of 50% was calculated in in case of H_e/L_p = 1.33. Furthermore, the induced settlement decreased with increasing the relative density from 30% to 90%. On the contrary, the tilting of the raft increases in denser ground. The larger bending moment and lateral force was induced at the piled heads in fixed and pinned raft condition.

• Geomechanics and Engineering
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• 제34권3호
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• pp.251-265
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• 2023

In urban construction projects, it is crucial to evaluate the impacts of excavation-induced ground movements in order to protect surrounding structures. These ground movements resulting in damages to the neighboring structures and facilities (i.e., parking basement) are of main concern for the geotechnical engineers. Even more, the danger exists if the nearby structure is an ancient or masonry brick building. The formations of cracks are indicators of structural damage caused by excavation-induced ground disturbances, which pose issues for excavation-related projects. Although the effects of deep excavations on existing brick masonry walls have been thoroughly researched, the impact of twin excavations on a brick masonry wall is rarely described in the literature. This work presents a 3D parametric analysis using an advanced hypoplastic model to investigate the responses of an existing isolated brick masonry wall to twin perpendicular excavations in dry sand. One after the other, twin perpendicular excavations are simulated. This article also looks at how varying sand relative densities (D_r = 30%, 50%, 70%, and 90%) affect the masonry wall. The cracks at the top of the wall were caused by the hogging deformation profile caused by the twin excavations. By raising the relative density from 30% to 90%, excavation-induced footing settlement is greatly minimized. The crack width at the top of the wall reduces as a result of the second excavation in very loose to loose sand (D_r = 30% and 50%). While the crack width on the top of the wall increases owing to the second excavation in medium to very dense sand (D_r = 70% and 90%).

• Advances in concrete construction
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• 제10권4호
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• pp.301-310
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• 2020

The following paper concentrates on the objective of studying the influences of extent of duration and temperature on the Pozzolanic properties as well as reactivity of locally existing natural clay of Nai Gaj, district Dadu, Sindh Pakistan. The activation of the clay only occurs through heating when temperature in a furnace chamber reaches 600, 700 and 800oC for 1, 2 and 3 hours and at 900 and 1000℃ for 1 and 2 hours. Furthermore, the strength activity index (SAI) of advanced pozzolanic material happens to be identified through 20% cement replacement for different samples of calcined clay as per ASTM C-618. The compressive strength test of samples had been operated for 7 and 28-days curing afterwards. The maximum compressive strength had been seen in mix E in which cement was replaced with clay calcined at 700℃ for 1 hour that is 27.05 MPa that is 24.31% more than that of control mix. The results gathered from the SAI verdicts the optimal activation temperature is 700℃ within a one-hour time period. The SAI at a temperature of 700℃ with a one-hour duration at 28 days is 124.31% which happens to satisfy the requirements of the new Pozzolanic material, in order to be applied in mortar/concrete (i.e., 75%). The Energy- dispersive spectrometry (EDS) along with the X-ray diffraction (XRD) have been carried out in means of verifying whether there is silica content or amorphous silica present in metakaolin that has been developed. The findings gathered from the SAI were validated, as the analysis of XRD verified that there is in fact Pozzolanic activity of developed metakaolin. Additionally, based on observation, the activated metakaolin holds a significant influence on the increase in mortar's compressive strength.

• Journal of Microbiology and Biotechnology
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• 제20권2호
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• pp.391-396
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• 2010

The purpose of this study was to investigate the biosafety of Vibrio parahaemolyticus in raw salad vegetables at wet markets and supermarkets in Malaysia. A combination of the most probable number-polymerase chain reaction (MPN-PCR) method was applied to detect the presence of V. parahaemolyticus and to enumerate their density in the food samples. The study analyzed 276 samples of common vegetables eaten raw in Malaysia (Wild cosmos=8; Japanese parsley=21; Cabbage=30; Lettuce=16; Indian pennywort=17; Carrot=31; Sweet potato=29; Tomato=38; Cucumber=28; Four-winged bean=26; Long bean=32). The samples were purchased from two supermarkets (A and B) and two wet markets (C and D). The occurrence of V. parahaemolyticus detected was 20.65%, with a higher frequency of V. parahaemolyticus in vegetables obtained from wet markets (Wet market C=27.27%; Wet Market D=32.05%) compared with supermarkets (Supermarket A=1.64%; Supermarket B=16.67%). V. parahaemolyticus was most prevalent in Indian pennywort (41.18%). The density of V. parahaemolyticus in all the samples ranged from <3 up to >2,400 MPN/g, mostly <3 MPN/g concentration. Raw vegetables from wet markets contained higher levels of V. parahaemolyticus compared with supermarkets. Although V. parahaemolyticus was present in raw vegetables, its numbers were low. The results suggest that raw vegetables act as a transmission route for V. parahaemolyticus. This study will be the first biosafety assessment of V. parahaemolyticus in raw vegetables in Malaysia.