• Journal of the Korean Vacuum Society
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• v.20 no.1
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• pp.14-21
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• 2011

The plasma emission characteristics are investigated in cylindrical syringe plasma jet device. Cylindrical syringe electrode is applied AC power using inverter. In the center of syringe is injected into a inert gas and plasma jet occurs. If there is no ground electrode, firing voltage is 3 kV and plasma column length is 10 mm. According to high firing voltage and large current, the plasma column length control is difficult. The case of an internal ground electrode, firing voltage is 1 kV. Because of the losing current from internal ground, even if a higher input voltage, plasma emission does not occur. The case of an external ground electrode, the plasma column can be controlled between 0~10 mm with change the applied voltage from 1 to 2 kV, and the discharging current changed from 1 to 4 mA.

• The Journal of the Acoustical Society of Korea
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• v.14 no.2
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• pp.80-91
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• 1995

A theoretical models has been prepared which describes the noise generated by tire/road interaction for the tire structure-borne sound analysis. The model begin with a set of thin shell equations describing the motion of the belt of a radial ply tire, as drived by Bohm('mechanisms of the belted tire', Igeniur-Archiv, XXXV, 1966). Structural quantities required for these equations are derived from material properties of the tire. The rolling shape of a tire is computed from the steady-state limit of these equations. Vibrational response of the tire is treated by the full dependent shell equations. The force input at the tire/road interface is calculated on the basis of tread geometry and distribution of contact patch pressure. Radiation of noise is calculated by a simpson integral. Using the programs, the effect on noise of various tire design variations is computed and discussed. Trends which lead to quiet tire design are identified.

• Proceedings of the KIEE Conference
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• 2011.07a
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• pp.768-769
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• 2011

대용량 수도사업장 고압(6.6[kV]) 비접지 방식의 전력계통 사고는 3상 단락에 비해 1선 지락 사고가 대부분을 차지하고 있다. 1선 지락사고 발생 시 건전상 상전압이 $\surd$3배 상승하고, 공진현상 발생으로 수십배의 전압상승도 일어날 수 있으므로 운전 중인 전력기기 보호를 위해 신속한 지락점 제거가 필요하다. 그러므로 본고에서는 A,B 사업장 펌프기동반의 지락사고 발생을 분석하여 이를 토대로 비접지 계통의 지락보호협조에 대하여 학습하고자 한다.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.27 no.10
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• pp.1615-1622
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• 2003

Being contacted directly with. ground, the tire tread part is in shape of complex patterns of variable ASDs(anti-skid depth) to satisfy various tire performances. However, owing to the painstaking mesh generation job and the extremely long CPU-time, conventional 3-D tire analyses have been performed by either neglecting tread pattern or modeling circumferential grooves only. As a result, such simplified analysis models lead to considerably poor numerical expectations. This paper addresses the development of a 3-D tire mesh generation considering the detailed tread pattern and shows that the contact pressure and frictional energy distribution of tires considering the detailed pattern become better than those by the simplified tire model.

• Proceedings of the KIEE Conference
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• 2008.07a
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• pp.2013-2014
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• 2008

6.6KV 고전압 위험으로 접지계기용변압기(GPT)와 영상변류기(ZCT)의 2차측에 전압 전류 시험 유입방식으로는 해당 지락보호계전기의 정.부동작이 정확한지 검증이 되지 않아 안전사고 발생의 우려성이 존재하고 있었으며, 이의 해결을 위하여 6.6KV 고압측에 인공지락시험을 통하여 국내외 일부 계전기의 동작 전압 전류 극성이 사양과 상이한 것을 발견하여 실계통에 합당하도록 시정함과 동시에 감전시 인체 저항을 감안한 지락보호계전기(OVGR, SGR) 정정값을 도출하여 인명을 보호하게 하기 위한 지락보호계전 시스템에 대한 연구이다.

• Journal of Ocean Engineering and Technology
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• v.13 no.1 s.31
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• pp.51-61
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• 1999

When a structure is built on the ground under consolidation, the instant corresponding contact pressure which the upper structure exerts on the ground is established. But, as the consolidation of the ground proceeds, the contact pressure is changed because of the flexural rigidity of the upper structure. This varied contact pressure exerts influence on the consolidation behavior of the ground. And, this varied consolidation behavior exerts on the contact pressure in retum. This kind of interaction between the upper struture and the olwer ground under consolidation contimues till all the consolidation process in finished. So this problem cannot be defined as a linear problem. In this paper an approximation method which can analyse this non-linear interaction problem is proposed by the FEM.

• Journal of the Korean Society for Aviation and Aeronautics
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• v.14 no.3
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• pp.16-22
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• 2006

The friction and wear of tire determined by frictional behavior of tire tread that translate driving force, cornering force and braking force between automobile and road as a result of frictional behavior of each tread block. The tire tread block is representative case of rubber block doing frictional behavior. In this paper, frictional behavior of rubber block under compressive force and shear force was analytically obtained by using slip starting position parameter instead of friction coefficient which is uncertain to express exact value between rubber and other surfaces yet. And local coefficients of friction were calculated as a function of compressive force, shear force, shear modulus of rubber, shape factor and slip starting position.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.26 no.10
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• pp.2142-2149
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• 2002

Contacting with ground in the post-card area size only, tire supports entire automobile weight. As well, it characterizes most of automobile running performance. Among the design parameters, the carcass contour becomes a key design factor. This paper deals with the time-effective optimal design of tire crown contour in order to improve the tire wear performance by employing a back-propagation neural network model.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.35 no.1
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• pp.153-164
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• 2015

The methods of design of mat foundation may be classified as the rigid method and the flexible method according to the assumptions used. In the rigid method, the mat is assumed to be infinitely rigid and the contact pressure is assumed planar distribution. However, the contact pressure is not planar but curved surface because the real mat is not rigid. Therefore, it is not precise to analyze the mat foundation using the rigid method, and so there is no choice but to accept an error. On the other hand, in the flexible method, the mat is considered as the plate on the elastic foundation. This elastic plate theory is for the infinite plate acting a concentrated load on the elastic foundation. However, the functions for the moment, shear, and the deflection by the flexible method are very complex, there are many difficulties for the designer to use them. Also, it is impossible to use the design aid figures as a substitute of the complex functions, because they do not cover the values at the critical sections for the moment and shear. Therefore, in this research, the simplified functions for the moment, shear, and the deflection are proposed by regression analysis for an designer to use easily the flexible method. The simplified functions are very accurate and very ease to use.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.5
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• pp.263-274
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• 2018

In this study, the applicability and external/internal stability of a MSEW abutment with a slab were investigated. Structural analysis of slab bridges between 10 ~ 20.0 m and thicknesses of 0.7 ~ 0.9 m was carried out to calculate the reaction forces due to dead and live loads acting on the bridge supports. The slab bridge with a length of 20.0 m satisfied the allowable contact pressure of 200 kPa for the true MSEW abutment. Because the external stability of the true MSEW abutment was dominated by the geometry of the MSE wall, the change in the factor of safety due to the load of the super-structure is small. Because the stiffness of the foundations is fixed and the load of the super-structure is increased, the factor of safety of the bearing capacity was reduced. As the load of the super-structure was increased, the horizontal earth pressure of the true MSEW abutment increased greatly. As a result, the pullout and fracture of the uppermost reinforcement, which are the factors of safety, did not meet the design criteria. Therefore, it is necessary to increase the pullout resistance and the long-term allowable tensile force of the reinforcement placed on the top of the reinforced soils to ensure efficient design and performance of a true MSEW abutment.