• 시스템엔지니어링학술지
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• 제8권2호
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• pp.19-25
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• 2012

As modern weapon systems have evolved into embedded software systems, the capability to develop, install, and maintain high-quality software products is becoming increasingly valuable in today's competitive aerospace and defense industry. It is desirable, especially for government-contracted projects whose end-users are military personnel, that specific types of software quality elements are assured early during product development; namely, functionality and usability. Motivated by this need to approach improving software quality from a user's perspective, this paper presents a case study that analyzes system-level software integration testing results for a weapon system indigenously developed in the Republic of Korea. Quantitative data, such as software defect ratios and configuration change rates, are computed to observe meaningful trends with respect to functionality - represented by tests designed to verify the system's electrical signal interfaces - and usability, which is evaluated in terms of how often the initial human-computer interface had to be re-designed. Insights gained from these exercises are subsequently presented as a set of "lessons learned" to take into account when developing new software items for complex weapon systems.

• 한국마린엔지니어링학회:학술대회논문집
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• 한국마린엔지니어링학회 2005년도 전기학술대회논문집
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• pp.92-100
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• 2005

Since HiMSEN H21/32, a new medium speed diesel engine of Hyundai's own design, was introduced in 2001, Hyundai has added new models of H25/33 and H17/28 into HiMSEN engine family. These two new engines take after faithfully to the original HiMSEN concept of a PRACTICAL engine by Hi-Touch and Hi-Tech. The prototype of H25/33 was developed jointly with Rolls Royce Bergen originally and also introduced in 2001. But most of the engine design have been changed by Hyundai for the commercial versions to be a member of HiMSEN family, which has little interchangeability with the prototype. H17/28 is now under development as the smallest size of the family. This new engine also has the longest stroke of a class engine, which has been proven as the best basis for future environmental challenge. The higher compression ratio of 17 and optimized Miller Timing with Simplified pulse turbocharging system applied all HiMSEN engines as which showed the most practical solution against current heavy fuel combustion issues for the time being before introducing digital control system. This paper describes the design and development of these new HiMSEN engines and also reviews the service experiences of H21/32 and H25/33, which launched successfully.

• 건축구조
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• 제17권3호
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• pp.41-47
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• 2010

현대산업사회에서는 혁신적인 디자인, 초대형, 장스팬 등 구조엔지니어링이 필요한 다양한 건축물들이 시공되고 있으며, 포스트텐션 공법은 이러한 기술적 요구를 수용하는데 있어 좋은 해결방법의 하나로 적용이 늘어나고 있는 공법이다. 이에 본지에서는 지난호(3월)의 "포스트텐션 공법의 소개"에 이어 경제성을 비교분석하여 포스트텐션 공법적용의 장점을 소개하고자 한다. 경제성 비교에서는 공법에 사용되는 인건비와 재료비 등의 직접비용을 제외한 공기, 유지관리, 해제 등 다양한 요소들이 고려되며, 각 건물의 특성에 따라 달라지므로 명확한 경제성 분석을 하기는 힘들다. 그러므로 본 기사에서는 포스트텐션 공법의 경제성에 영향을 주는 요소들을 분석하고, 각 구조 공법의 상대비용을 비교하여 포스트텐션 공법 적용을 위한 가이드라인을 제공하고자 한다.

• Journal of Advanced Marine Engineering and Technology
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• 제21권2호
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• pp.101-107
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• 1997

고전제어와 현대제어의 이론을 선형제어론을 중심으로 각각의 특징을 간략히 살펴보았다. 21세기의 문턱에 서 있는 현재, 과학의 발전은 급진전하고 있음은 주지하는 바이며, 이러한 시점에서 천학비재한 필자가 제어계의 미래를 전망한다는 것은 대단히 어려운 일이지만, 현재 상황으로 볼 때 짧은 기간의 미래에는 강인성에 중점을 둔 제어기의 설계에 관한 연구가 계속 되어지리라고 본다. 그리고 컴퓨터 기술의 발달과 더불어 복잡한 제어 알고리즘도 쉽게 실현될 수 있으므로 뉴럴네트워크 및 인공지능에 의한 제어 기술도 크게 발전될것으로 생각된다. 한편 일반적인 제어기의 설계 순서는 대상으로 하는 플란트의 동특성을 고려하여 플란트를 수학적으로 모델링하고, 모델링된 공칭모델을 기초로 하여 제어기를 설계한 다음, 시뮬레이션 및 실험을 통하여 설계된 제어계의 타당성을 검토하여 불만족스러운 경우는 제어계를 재설계하거나, 나아가 모델링을 다시 하는 것이 통상적으로 이용되어온 설계 순서였다. 이 경우는 플란트의 모델링 과정과 제어기 설계 과정이 완전히 독립적으로 이루어졌다. 그러나 최근 모델링과 제어기 설계의 불가분(나눌수 없음) 성이 제기되면서, 시스템의 동정(identification)과 보상기(compensator)의 통합화 설계기법이 제안되고 있으며, 앞으로 이 연구 테마도 흥미있는 한 분야가 될 것으로 생각된다.

• 한국안전학회지
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• 제33권6호
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• pp.123-127
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• 2018

Recent catastrophic accidents at the underground subway stations in South Korea have proven that the subway evacuation is an important safety concern. Previous studies have used commercial programs for safety assessment or have been focused on development of computing algorithms rather than the basic analysis data which form the foundation of studies. In this study, we designed a new movement recording apparatus which measured and analyzed crowd movements including but not limited to moving velocity, specific flow rate and crowd density. Moreover, We propose new effective analysis method for evacuation studies with this apparatus.

• 인터넷정보학회논문지
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• 제18권5호
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• pp.9-15
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• 2017

전 세계를 활동영역으로 하는 현대 사회의 사이버전의 공격 기술은 날로 보다 정교해지고 새로운 공격의 출현 주기가 점점 짧아지고 있으며 이를 해결할 방어 기술 및 전문 인력은 매우 부족한 실정이다. 이러한 문제를 해결하기 위한 노력 중의 하나로 세계 각국은 사이버전을 대비하는 테스트 베드로써 사이버 레인지를 고려하고 있다. 본 논문은 사이버 레인지의 해외사례 및 유사 체계를 조사하면서 각종 요소를 수집 및 분석하였으며 시스템 엔지니어링 과정을 통하여 이를 체계적으로 분류하였다. 그 과정 중에 유도되는 임무 및 운영 개념을 아키텍처 프레임워크에 맞게 설정하였으며 사이버 레인지의 논리적 아키텍처를 작성하였다. 작성된 아키텍처를 활용하여 방어 기술 및 전문 인력 확보란 두 가지 목표를 달성하는 동시에 효율성 및 지속성을 확보하는 운용 방안을 제시하였다.

• 대한건축학회논문집:구조계
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• 제33권12호
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• pp.37-44
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• 2017

Due to structural characteristics, construction costs and duration of a modular system would be saved by minimizing the schedule on the job site. As such, it is crucial to develop a connection that can guarantee stiffness while allowing for simple assembling. Particularly, the mid- to high-rise construction of the modular system necessitates the securing of the structural stability and seismic performance of multi-unit frames and connections, and thus, the stiffness of unit-assembled structures needs to be re-evaluated and designed. However, evaluating a frame consisting of slender members and reinforcing materials is a complicated process. Therefore, the present study aims to examine the structural characteristics of a modular unit connection based a method for reinforcing connection brackets and hinges while minimizing the loss of the cross section. Toward this end, the study modeled the beam-to-column connection of a modular system with the proposed connection, and produced a specimen which was used to perform a cycling loading test. The study compared the initial stiffness, the attributes of the hysteretic behavior, and the maximum flexural moment, and observed whether the model acquired the seismic performance, compared to the flexural strength of the steel moment frame connection that is required by the Korean Building Code. The test results showed that the proposed connection produced a similar initial stiffness value to that of the theoretical equation, and its maximum strength exceeded the theoretical strength. Furthermore, the model with a larger ceiling bracket showed higher seismic performance, which was further increased by the reinforcement of the plate.

• 대한건축학회논문집:구조계
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• 제34권3호
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• pp.19-28
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• 2018

Key factors that ensure competitiveness of modular unit include consistent high quality and connection condition that ensures high structural performance while minimizing the overall scale of the on-site process. However, it is difficult to evaluate the structural performance of the connection of modular unit, and its structural analysis and design method can be different depending on the connection to its development, which affects the seismic performance of its final design. In particular, securing the seismic performance is the key to designing modular systems of mid-to-high-rise structure. In this paper, therefore, the seismic performance of the modular system with bracket-typed fully restrained moment connections according to stiffness and the shapes of various connection members was evaluated through experimental and analytical methods. To verify the seismic performance, a cyclic loading test of the connection joint of the proposed modular system was conducted. As a result of this study, theoretical values and experimental results were compared with the initial stiffness, hysteresis behavior and maximum bending moment of the modular system. Also, the connection joint was modeled, using the commercial program ANSYS, which was then followed by finite element analysis of the system. According to the results of the experiment, the maximum resisting force of the proposed connection exceeded the theoretical parameters, which indicated that a rigid joint structural performance could be secured. These results almost satisfied the criteria for connection bending strength of special moment frame listed on KBC2016.

• 대한건축학회논문집:구조계
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• 제34권4호
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• pp.25-33
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• 2018

In regard to modular systems, new methods, as well as middle and high-story unit design ideas, are currently being studied. These studies need to focus on the enhanced stiffness and seismic performance of these connections, and see that the development of fully restrained moment connections can improve the seismic performance. For this reason, this study evaluates the performance of the connections of the ceiling bracket-typed modular system through repeated loading tests and analyses. In order to compare them with these modular units, new unit specimens with the bracket connection being different from that of the traditional modular unit specimens were designed, and the results of repeated loading tests were analyzed. In the traditional units, the structural performances of both welding connection and bolt connection were evaluated. In regard to the testing results, the initial stiffness of the hysteresis curve was compared with the theoretical initial stiffness, and the features of all specimens were also analyzed with regard to the maximum moment. In addition, the test results were examined with regard to the connection flexural strength of the steel special moment frame specified under the construction criteria KBC2016. The connections, which were proposed in the test results, were found to be fully restrained moment connections for designing strong column-weak beams and meeting the requirements of seismic performance of special moment frames.

• 한국지반공학회논문집
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• 제38권8호
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• pp.7-15
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• 2022

대부분의 선행연구는 동결 삼축압축시험 수행 시, 몰드를 사용하여 시료를 조성하고 단방향으로 동결을 진행하였다. 이는 동결된 시료에 잔류응력이 발생할 가능성이 있기 때문에 인공동결공법이 적용된 지반을 모사하는데 한계가 있다. 본 연구에서는 기존 시험방법의 한계를 보완할 수 있는 시험장비 및 시험방법을 제안하고, 제안된 방법으로 온도 및 구속압력에 따른 동결 사질토의 역학적 특성을 평가하였다. 동결온도가 낮아질수록 동결 사질토는 취성이 증가하였고, 부동수분의 감소 및 얼음자체의 강도 증가로 인하여 강도가 증가하였다. 구속압력의 증가는 강도저감 효과를 발생시키는 압력융해 현상과 강도증진 효과를 발생시키는 흙 입자의 마찰력 증가 모두를 야기하였다. 이처럼 동결 사질토의 역학적 거동은 구속압력과 동결온도의 복합적인 영향을 받는 것으로 나타났다.