• Journal of Digital Convergence
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• v.13 no.9
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• pp.297-302
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• 2015

The increase in applying IT to vehicles has given birth to smart cars or connected cars. As smarts cars become connected with external network systems, threats to communication security are on the rise. With simulation test results supporting such threats to Convergence security in vehicular communication, concerns are raised over relevant vulnerabilities, while an increasing number of studies on secure vehicular communication are published. Hacking attacks against vehicles are more dangerous than other types of hacking attempts because such attacks may threaten drivers' lives and cause social instability. This paper designed a Convergence security protocol for inter-vehicle and intra-vehicle communication using a hash function, nonce, public keys, time stamps and passwords. The proposed protocol was tested with a formal verification tool, Casper/FDR, and found secure and safe against external attacks.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.20 no.6
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• pp.245-253
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• 2019

This study was performed to emotional labors of the relationship between the emotional dis-harmory and life satisfaction to find if authenticity take a role as a mediator variable. For this study targeting the women counselors us 197 people general public institution based in Seoul, to emotional dissonance scale partially modified by Hyuck-gi Kwon and Bong-gyu Park(2006); authenticity scale by Wood at all (2008), and life satisfaction measurement(Satisfaction With Life Scale; SWLS) developed by Diener at all(1985), was subjected to multiple regression analysis was performed to verify sobel for the statistical significance of the mediating effect. As a result was showed that authenticity is fully mediated of emotional dis-harmory between life satisfaction. The results implies that improving life satisfaction on a women customer counselor with emotional dis-harmony may help reduce accepting external influence, self-alienation and increase authentic living. Finally, implication and limitation of study are discussed.

• Journal of the Korea Institute of Information Security & Cryptology
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• v.22 no.5
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• pp.987-997
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• 2012

A Point-of-Sales (POS) terminal manages the selling process by a salesperson accessible interface in real time. Using a POS system makes a business and customer management much more efficient. For these reasons, many store install POS terminal and used it. But it has many problem that stealing personal information by hacking and insider corruption. Because POS system stored payment information like that sales information, card valid period, and password. In this paper, I proposed software integrity verification technique in POS system based on White list. This method can prevent accidents that personal information leak by hacking and POS system forge and falsification. This proposed method provides software integrity, so it can prevent inside and outside threats in advance.

• 대한방사선방어학회:학술대회논문집
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• 2009.11a
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• pp.146-147
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• 2009

• The Bulletin of The Korean Astronomical Society
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• v.37 no.2
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• pp.196.1-196.1
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• 2012

인공위성은 지상에서부터 발사 및 궤도 운용까지 다양한 전자파 환경에 노출되며 이러한 환경에서의 위성 운용을 검증하기 위하여, 다양한 전자파 환경을 모사하는 전자파 환경시험을 수행하게 된다. 특히, 궤도내에서 위성의 운용시 지상국과의 교신을 위하여 X 밴드 안테나와 S 밴드 안테나에서 지상국으로 강한 전자기파를 방사하게 되는데, 이 방사에너지가 위성에 영향을 주는지 검증하는 시험을 지상에서 수행한다. 이런 시험을 RFC (RF Auto-Compatibility) 시험이라고 부른다. RFC 시험은 위성으로부터 방사되는 전자기파가 외부에 새어나가지 않도록 전자파 챔버내에서 시험하며, 강한 전자기파를 흡수할 수 있는 고전력 전파 흡수체가 설치된 전자파 챔버가 필요하다. RFC 시험시 X 밴드 안테나와 S 밴드 안테나를 최대 전력으로 방사시키고, 이때 위성 주변에 전자파 센서를 부착하여 전계강도를 측정함으로써 위성으로 입사되는 전자기파의 세기가 적정 레벨 이하인지를 검증하고, 동시에 위성의 운용상태를 확인하여 위성에 영향이 없음을 검증한다. 본 논문에서는 다목적 실용위성 3호의 RFC 시험시 측정된 전계강도를 이론적으로 검증하고, RS 시험시 인가하는 레벨과의 상관관계를 설명한다. RS 시험 레벨의 선정은 위성 안테나의 방사레벨과 관련이 있으며 RFC 시험결과를 검토함으로써 RFC 시험 결과의 유효성과 RF 레벨 요구사항의 적절성을 검증한다.

• Korean Journal of Social Welfare
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• v.67 no.2
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• pp.237-257
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• 2015

The purpose of this study is to analyze the effects of local community resident-participation factor on the local community resident-participation determinant and the formation of social capital. Accordingly, questionnaire method was used for 389 residents in A-dong that have participated in community building projects in Busan region to analyze their demographical factor & residential area factor and local community resident-participation factors of satisfaction of neighborhood environment, satisfaction of administrative support, local attachment and neighbor connectedness effects. The analysis results showed that first, the satisfaction of outside support and neighbor connectedness were found to be the main factors. Second, the satisfaction of outside support, local attachment and neighbor connectedness showed meaningful effects in the state where these factors were controlled. Third, the effects of each social capital sub-element were verified and the results showed that while trust and network had meaningful effects on satisfaction of outside support, local attachment and neighbor connectedness effects, norm of reciprocity showed meaningful effects on gender, house ownership status, local attachment and neighbor connectedness, thereby showing differences. Based on these study findings, implications and suggestions were presented.

• Journal of the Korea Concrete Institute
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• v.25 no.5
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• pp.555-564
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• 2013

An effective method was proposed in this study which can improve the strengthening effect of continuous girder bridges by external tendons. The improvement of the proposed strengthening method in comparison with conventional methods was analyzed by applying equivalent load concept. In order to verify the strengthening effect, the enhancement of load-carrying capacity achieved by external prestressing was investigated through the test of continuous beams that were or were not strengthened by the external prestressing. The continuous beams were fabricated by making the deck slab continuous according to general construction practice of an actual concrete girder bridge. The test results showed that the deflections and strains of the strengthened beam were significantly reduced when comparing with those of the non-strengthened beam for the same level of external loads, and the stiffness of the member increased by strengthening. In particular, it was verified that the proposed method can effectively reduce the tensile stresses of the deck caused by negative moment at the intermediate supports of a continuous bridge.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.2A
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• pp.247-260
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• 2006

In this paper, an analytical method which can describe the structural behavior of prestressed concrete (PSC) bridges reinforced with the unbonded external tendon is developed. Since the unbonded external tendon is directly installed to the deviators while maintaining a straight configuration, it has a different deformation field from that of concrete and accompanies the secondary effect caused by the change of the primary eccentricity between concrete and external tendon. In advance, the friction slip at the deviators is also taken into consideration on the basis of the force equilibrium between the friction force and the driving force. Through correlation studies between experimental data and analytical results, it is verified that the proposed numerical model can effectively predict the structural behavior of PSC beam bridges with comparative precision.

• Journal of Aerospace System Engineering
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• v.16 no.4
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• pp.88-94
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• 2022

The vibration mode measurement test measures the natural vibration characteristics of the target specimen. The measured natural mode characteristics are compared with the numerical analysis result to verify the reliability of the numerical analysis. If necessary, it is used to supplement the numerical analysis model of the specimen used for the dynamic characteristic analysis. In this paper, the natural frequency and natural mode of the external fuel tank are respectively obtained through the vibration mode measurement test and the numerical analysis, using the finite element model. The results are compared to verify the reliability of the numerical analysis model of the external fuel tank to apply to the entire aircraft model. To measure the vibration mode of the test specimen, a bungee cord was used, to simulate the free boundary condition for the test specimen. And, 3-axis accelerometers were installed on the test specimen. The response characteristics of the test specimen were measured, by excitation with an impact hammer. As a result of the test, after performing the frequency response analysis on the response acceleration, the natural frequency of the test specimen and its vibration mode were confirmed. The reliability of the numerical analysis model was verified by comparing the frequency and vibration mode, obtained through the test and the numerical analysis.

• Journal of Aerospace System Engineering
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• v.16 no.1
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• pp.97-103
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• 2022

An aircraft component can only be mounted on an aircraft if it has been certified to have a structural robustness under flight load conditions. Among the major components of the aircraft, a pylon is a structure that connects external equipment such as an engine, and external attachments with the main wing of an aircraft and transmits the loads acting on it to the main structure of the aircraft. In civil aircraft, when there is an incident of fire in the engine area, the pylon prevents the fire from spreading to the wings. This study presents the results of structural static tests performed to verify the structural robustness of a fuel pylon used to mount external fuel tank in an aircraft. In the main text, we present the test set-up diagram consisting of test fixture, hydraulic pressure unit, load control system, and data acquisition equipment used in the structure static test of the fuel pylon. In addition, we introduce the software that controls the load actuator, and provide a test profile for each test load condition. As a result of the structural static test, it was found that the load actuator was properly controlled within the allowable error range in each test, and the reliability of the numerical analysis was verified by comparing the numerical analysis results and the strain obtained from the structural test at the main positions of the test specimen. In conclusion, it was proved that the fuel pylon covered in this study has sufficient structural strength for the required load conditions through structural static tests.