• 한국군사과학기술학회지
• /
• 제20권1호
• /
• pp.129-136
• /
• 2017

This paper aims to establish a guideline for ridership capacity of different rail vehicles for military passengers. Previous guideline is limited only to a Mungungwha(hauled by diesel locomotive) vehicle, but this paper expands the limitation to ITX- Saemaeul and urban rail vehicles classified to Electric Motivated Unit(EMU). The guideline considers both with and without personal armor conditions, and based on repetitive ridership experiments. The experiments are designed under considerations of the required number of soldiers for the sample spaces of the different rail vehicles. Moreover, the design tries to establish a concept of optimal capacity additionally to a traditional limiting ridership capacity. In order to do this, ridership comfort is questioned to participant soldiers repetitively over the experiments and all answers of them are surveyed as a results of it. The results of the experiments presented by this paper can be referenced to establish a new guideline on ridership capacity for Korean army.

• Geomechanics and Engineering
• /
• 제6권1호
• /
• pp.33-45
• /
• 2014

Use of geotextile as reinforcement material to improve the weak soil is a popular method these days. Tensile strength of geotextile and the soil-geotextile interaction are the major factors which influence the improvement of the soil. Change in fine content within the sand can change the interface behavior between soil and geotextile. In the present paper, the bearing capacity of unreinforced and geotextile-reinforced sand with different percentages of fines has been studied. A series of model tests have been carried out and the load settlement curves are obtained. The ultimate load carrying capacity of unreinforced and reinforced sand with different percentages of fines is compared. The interface behavior of sand and geotextile with various percentages of fines is also studied. It is observed that sand having around 5% of fine is suitable or permissible for bearing capacity improvement due to the application of geosynthetic reinforcement. The effectiveness of the reinforcement in load carrying capacity improvement decreases due to the addition of excessive amount of fines.

• 반도체디스플레이기술학회지
• /
• 제6권1호
• /
• pp.53-57
• /
• 2007

In this paper, the intelligent estimation algorithm is developed for residual quantity estimate of lithium secondary cell and we suggest the control algorithm to get battery SOC through thermal modeling of electric cell. Lithium secondary cell gives cycle life, charge characteristic, discharge characteristic, temperature characteristic, self-discharge characteristic and the capacity recovery rate etc. Therefore, we make an accurate estimate of the capacity of battery according to thermal modeling to know the capacity of electric cell that is decreased by various special quality of lithium secondary cell. And we show effectiveness through comparison of value as result that use simulation and fuzzy logic.

• 현장농수산연구지
• /
• 제22권2호
• /
• pp.37-50
• /
• 2020

The purpose of this study is to identify professional development needs of Extension professionals and to evaluate competencies essential to be a successful Extension professional. For the purpose of this study, quantitative capacity data of extension professionals were collected from the survey instrument based on Extension Professional Evaluation Scale in Utah state university. Descriptive statistics, mean difference analysis, IPA(importance-performance analysis) analysis were used to analyze the data. The main results of the study are as follows. First, it is necessary to first reinforce education on specialized technical capacity among the three extension capacity areas. The current status of the professional capacity of extension professionals in the three areas was found to be at the average level, and the level of professional technical capacity was relatively low. In addition, the importance was evaluated that professional technology capacity is more important than the project development/evaluation capacity and communication capacity. Second, Second, in order to reinforce communication capacity, it is necessary to strengthen education on 'development of joint educational materials with colleagues'. Third, in order to reinforce project development/evaluation capacity, it is necessary to strengthen education on 'project planning'. In the IPA analysis results, the importance was high, but the capacity with relatively low performance were analyzed as 'project planning'. Fourth, in order to reinforce professional technical capacity, it is necessary to develop an education program for 'crop expertise' first. In the IPA analysis results, the importance was high, but the competencies with relatively low performance were analyzed as 'crop technology expertise'.

• 벤처창업연구
• /
• 제18권3호
• /
• pp.191-209
• /
• 2023

4차 산업혁명과 COVID-19의 영향으로 기술 혁신이 급속도로 변화하는 가운데, 이러한 불확실한 환경 속에서 한국 기술창업기업의 기술 혁신을 촉진하기 위한 흡수역량 및 특허활동 관련 연구는 중요한 의미를 갖는다. 본 연구는 스타트업을 기준으로 한 BT, ICT 등 신기술 기반의 7년 미만 기술창업기업을 대상으로 조직역량인 흡수역량을 잠재적 흡수역량과 실현적 흡수역량으로 재구성하여 창업성과에 미치는 영향과 특허활동에 관한 연구를 수행하고, 이론적 연구모형을 개발하고자 하였다. 이를 위해 215개의 기술 스타트업의 CEO를 포함한 관리직 임원을 대상으로 자료를 수집하였으며, 다음과 같이 가설을 검증하였다. 첫째, 잠재적 흡수역량은 특허활동에 유의미한 영향을 주었지만, 실현적 흡수역량은 유의미한 영향을 주지 않았다. 둘째, 잠재적 흡수역량은 기술성과에 유의미한 영향을 주었지만, 실현적 흡수역량은 유의미한 영향을 주지 않았다. 셋째, 잠재적 흡수역량과 실현적 흡수역량 모두 재무적 성과와 비재무적 성과에 유의미한 영향을 주었다. 넷째, 특허활동은 잠재적 흡수역량과 기술성과에 간접적인 영향을 미치고, 실현적 흡수역량은 영향을 미치지 않았다. 다섯째, 특허활동은 잠재적 흡수역량과 재무적 성과에 간접적인 영향을 미치고, 실현적 흡수역량은 영향을 미치지 않았다. 여섯째, 특허활동은 잠재적 흡수역량과 비재무적 성과에 간접적인 영향을 미치고, 실현적 흡수역량은 영향을 미치지 않았다. 본 연구의 시사점으로는 흡수역량과 특허활동의 변수가 조직의 핵심 능력을 구축하는 데 있어 유용한 지침을 제공한다는 점에서 실무적 의의가 있다. 또한, 특허활동에 대한 흡수역량 형성 과정을 중요하게 인식하지 않은 스타트업은 흡수능력 형성 메커니즘을 새롭게 인식하고, 향후 잠재적이고 실현적인 흡수역량을 통해 경영 전략에 상당한 관심을 가질 것으로 예상된다. 이는 급변하는 기술 변화와 창업생태계의 대응 및 지속 가능한 경쟁우위 확보에 중요한 역할을 할 것으로 기대된다.

• 한국안전학회지
• /
• 제27권2호
• /
• pp.78-83
• /
• 2012

This is a study to confirm how to improve and substitute the existing re-bar with other material such as a fiber rope, especially super fiber rope having much more strong tensile strength. 6(b) different fiber rope reinforced beam with a section of $20{\times}30cm$ have been made and tasted as variables designed in the study. The larger diameter of fiber rope, the more capacity of the beam, even though fiber reinforced beam are increased with ten(10)percent, each. Lower capacity of fiber-reinforced beam than normal RC beam has been analyzed theoretically and empirically, based on a lot of experiences of the same size beam test. Fiber rope-reinforced concrete beam does not have sufficient capacity than RC beam due to insufficient bonding capacity of fiber rope in concrete. It leads to decrease beam bearing capacity and crack around lower center of the beam. Therefore, bonding reinforcement of fiber rope beam such as pinning a triangles steel pin in each knot of fiber rope contributes to improving bearing capacity of fiber rope reinforcing beam.

• Steel and Composite Structures
• /
• 제20권4호
• /
• pp.869-887
• /
• 2016

The socket-spigot template supporting system is widely used in engineering applications in China. As a newer type of support structure, there has been growing research interest in its bearing capacity. In this paper, four vertical bearing capacity tests were carried out on the basic mechanical unit frame of a socket-spigot template supporting system. The first goal was to explore the influence of the node semi-rigid degree and the longitudinal spacing of the upright tube on the vertical bearing capacity. The second objective was to analyze the displacement trend and the failure mode during the loading process. This paper presents numerical analysis of the vertical bearing capacity of the unit frames using the finite element software ANSYS. It revealed the relationship between the node semi-rigid degree and the vertical bearing capacity, that the two-linear reinforcement model of elastic-plastic material can be used to analyze the socket-spigot template supporting system, and, through node entity model analysis, that the load transfer direction greatly influences the node bearing area. Finally, this paper indicates the results of on-site application performance experiments, shows that the supporting system has adequate bearing capacity and stability, and comments on the common work performance of a socket and fastener scaffold.

• 품질경영학회지
• /
• 제41권1호
• /
• pp.15-38
• /
• 2013

Purpose: This study is to search for the core factors of improving business performance of small and medium venture manufacturing company and to do an in-depth analysis of the relations with management performance through systematic approach and to provide implications of importance of the management for the improvement factors for the domestic small and medium venture manufacturing company. Methods: The data have been analyzed via the regression and path analysis using AMOS. Results: this study is absorptive capacity affects the business performance of manufacturing companies. absorptive capacity has the role of the parameters of the Quality Management System and business performance. Conclusion: This study suggests how to run absorptive capacity according to type of management performance, and how to enhance Quality Management System to efficiently promote absorptive capacity in order to grow of management performance. also, this study shows a way to enlarge the valuation standard for management and customer performance reflecting the growth potential of an enterprise in circumstance where the valuation standard focuses on financial performance.

• 한국정보통신학회:학술대회논문집
• /
• 한국해양정보통신학회 2010년도 추계학술대회
• /
• pp.465-467
• /
• 2010

This paper proposes MIMO two-way cooperative relay scheme to optimize the end to end capacity in wireless multi-hop mesh network. The basic idea is to perform data transmission via multi-hop relay nodes, in equidistant topology, this method is quite efficient. However, on one hand this topology is very rare in practical situation, on the other hand, in real practical situation where the topology is most likely non equidistant, the end to end capacity significantly degrades due to bottleneck link caused by uneven SNR. Moreover, the end to end capacity degrades at high SNR due to overreach interference from far nodes existing in multi-hop relay networks. In this paper, MIMO two-way cooperative relay in the region of non equidistant nodes is found efficient to improve the end to end capacity. The proposed scheme is validated using numerical simulation.

• Geomechanics and Engineering
• /
• 제30권2호
• /
• pp.123-138
• /
• 2022

Present study computes the ultimate bearing capacity of an embedded strip footing situated on the rock slope subjected to seismic loading. Influences of embedment depth of strip footing, horizontal seismic acceleration coefficient, rock slope angle, Geological Strength Index, normalized uniaxial compressive strength of rock mass, disturbance factor, and Hoek-Brown material constant are studied in detail. To perform the analysis, the lower bound finite element limit analysis method in combination with the semidefinite programming is utilized. From the results of the present study, it can be found that the magnitude of the bearing capacity factor reduces quite substantially with an increment in the seismic loading. In addition, with the increment in slope angle, further reduction in the value of the bearing capacity factor is observed. On the other hand, with an increment in the embedment depth, an increment in the value of the bearing capacity factor is found. Stress contours are presented to describe the combined failure mechanism of the footing-rock slope system in the presence of static as well as seismic loadings for the different embedment depths.