• 한국구조물진단유지관리공학회 논문집
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• 제16권5호
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• pp.98-111
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• 2012

본 연구에서는 급속시공을 위한 단지간의 슬래브 형식의 프리캐스트 모듈러교량의 종방향 연결부 상세를 제안하고자 한다. 슬래브 형식의 프리캐스트 모듈러교량은 횡방향으로 분절되어 제작되므로, 분절된 프리캐스트 모듈 사이에는 종방향의 연결부가 형성된다. 이에, 종방향 연결부의 형상과 제원을 결정하기 위해 전단키 개수, 폭, 높이, 경사각, 연결부 폭을 변수로 선정하여 해석적 연구와 실험적 연구를 함께 수행하였다. 결과 분석을 위해서 연결부에 초기 균열이 발생하는 균열하중에 대한 경향을 검토하였으며, 종방향 연결부의 효율성을 평가하기 위해 효율계수(efficiency factor)를 제안하였다. 해석 및 실험에서 얻어진 균열하중과 본 연구에서 제안된 효율계수를 이용하여 연결부의 형상 및 제원을 결정하였다.

• 대한기계학회논문집A
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• 제24권3호
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• pp.701-709
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• 2000

As the welding spot forms a singular geometry of an external crack type, fatigue failure of spot-welded specimens can be evaluated by means of a fracture parameter. Recasting the load vs. fatigue life relationships experimentally obtained, we predicted the fatigue life of spot-weld specimens with a single parameter denoted the equivalent stress intensity factor. This crack driving parameter is demonstrated to successfully describe the effects of specimen geometry and loading type in a comprehensive manner. The suggested fatigue life formula for a single spot weld can play a key role in the design and assessment of spot-welded panel structures, in that the fatigue strength of multi-spots is eventually determined by the fatigue strength of each single spot. We therefore attempt to evaluate the effectiveness and validity of $K_e$ in predicting the fatigue life of auto seat belt anchor panel. We first establish finite element models reflecting the actual mechanical behavior of 3 types of seat belt anchor specimens. Using finite element models elaborately established, we then obtain the effective crack driving parameter $K_e$ composed of its ductility -dependent modal components. It is confirmed that the $K_e$ concept successfully predicts the fatigue life of multi-spot welded panel structures represented by auto seat belt anchors here.

• Earthquakes and Structures
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• 제26권4호
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• pp.261-267
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• 2024

With the increase in the exploitation depth of offshore oil and gas, it is possible to control the global buckling of deep-sea pipelines by the snake lay method. Previous studies mainly focused on the analysis of critical buckling force and critical temperature of pipelines under the snake-like laying method, and pipelines often suffer structural failure due to seismic disasters during operation. Therefore, seismic action is a necessary factor in the design and analysis of submarine pipelines. In this paper, the seismic action of steel pipes in the operation stage after global buckling has occurred under the active control method is analyzed. Firstly, we have established a simplified finite element model for the entire process cycle and found that this modeling method is accurate and efficient, solving the problem of difficult convergence of seismic wave and soil coupling in previous solid analysis, and improving the efficiency of calculations. Secondly, through parameter analysis, it was found that under seismic action, the pipe diameter mainly affects the stress amplitude of the pipeline. When the pipe wall thickness increases from 0.05 m to 0.09 m, the critical buckling force increases by 150%, and the maximum axial stress decreases by 56%. In the pipe soil interaction, the greater the soil viscosity, the greater the pipe soil interaction force, the greater the soil constraint on the pipeline, and the safer the pipeline. Finally, the pipeline failure determination formula was obtained through dimensionless analysis and verified, and it was found that the formula was accurate.

• International Journal of Aeronautical and Space Sciences
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• 제17권1호
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• pp.29-36
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• 2016

Tensairity girder is a light weight inflatable fabric structural concept which can be used in road emergency transportation. It uses low pressure air to stabilize compression elements against buckling. With the purpose of obtaining the comprehensive target of minimum deflection and weight under ultimate load, the cross-section and the inner pressure of tensairity girder was optimized in this paper. The Variable Complexity Modeling (VCM) method was used in this paper combining the Kriging approximate method with the Finite Element Analysis (FEA) method, which was implemented by ABAQUS. In the Kriging method, the sample points of the surrogate model were outlined by Design of Experiment (DOE) technique based on Optimal Latin Hypercube. The optimization framework was constructed in iSIGHT with a global optimization method, Multi-Island Genetic Algorithm (MIGA), followed by a local optimization method, Sequential Quadratic Program (SQP). The result of the optimization gives a prominent conceptual design of the tensairity girder, which approves the solution architecture of VCM is feasible and efficient. Furthermore, a useful trend of sensitivity between optimization variables and responses was performed to guide future design. It was proved that the inner pressure is the key parameter to balance the maximum Von Mises stress and deflection on tensairity girder, and the parameters of cross section impact the mass of tensairity girder obviously.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2006년도 추계학술대회논문집
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• pp.101-106
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• 2006

Balance shaft has a key role in reducing a engine vibration in a vehicle and widely applied for current models. Since balance shaft module consists many sub-component and each part has its own operational characteristics, some different analysis backgrounds should be integrated into one sub-part in balance shaft module and this is the main obstacles in making a design process. Moreover, the balancing shaft is rotating in high speed and such condition requires large safety factors in a design process owing to a lot of unexpected problems with the overwhelming rotation. Balance shaft is the core-component generating the intended unbalance as well as cancelling the unbalance force or moment by the engine module. So, the balance shaft should meet the high fatigue resistance not to mention of NVH performance. In this paper, a design strategy focused on balance shaft is developed to build a optimal model considering a engine vibration. Putting the unbalance mass distribution as main design parameter, some candidate model is verifed with structural and fatigue analysis and most appropriate model is proposed here.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2007년도 춘계학술대회논문집
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• pp.393-398
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• 2007

Balance shaft has a key role in reducing a engine vibration in a vehicle and widely applied for current models. Since balance shaft module consists many sub-component and each part had its own operational characteristics, some different analysis background should be integrated into one sub-part in balance shaft module and this is the main obstacles in making a design process. Moreover, the balancing shaft rotating in high speed and such condition requires large safety factors in a design process owing to a lot of unexpected problems with the overwhelming rotation. Balance shaft is the core-component generating the intended unbalance as well as canceling the unbalance force or moment by the engine module. So, the balance shaft should meet the high fatigue resistance not to mention of NVH performance. In this paper, a design strategy focused on balance shaft is developed to build a optimal model considering a engine vibration. Putting the unbalance mass distribution as main design parameter, some candidate model is verified with structural and fatigue analysis most appropriate model is proposed here.

• 한국자동차공학회논문집
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• 제14권5호
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• pp.121-129
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• 2006

An Intake Port of SI engines plays a key role on improving engine performance by maximizing full load volumetric efficiency or by optimizing in-cylinder air motion. However, designing an intake port has been usually performed based on port experts' experience and know-how, which means that analytical analyses are relatively insufficient. In this paper, port design parameters which decide an overall port shape were defined in order to correlate them relevantly with flow test results accumulated so far. Test species were composed of all twenty eight SI engines which cover major engine displacements from 1,000cc to 4,000cc. First, they were tested on a steady state flow test rig to find out their flow coefficients. Secondly, those flow coefficients were analyzed based on the port design parameters measured from the engines. The most effective parameters were port height, valve head diameter, and the ratio of port size and cylinder bore diameter. The final correlation equation could predict flow coefficients within 2% deviation.

• Geomechanics and Engineering
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• 제16권5호
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• pp.527-538
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• 2018

The study on the performance of the nonlinear friction tuned mass dampers (FTMD) for the mitigation of the seismic responses of the structures is a topic that still inspires the efforts of researchers. The present paper aims to carry out a numerical study on the optimum tuning of TMD and FTMD parameters using a multi-objective particle swarm optimization (MOPSO) algorithm including soil-structure interaction (SSI) effects for seismic applications. Considering a 3-story structure, the performances of the optimized TMD and FTMD are compared with the uncontrolled structure for three types of soils and the fixed base state. The simulation results indicate that, unlike TMDs, optimum tuning of FTMD parameters for a large preselected mass ratio may not provide a best and optimum design. For low mass ratios, optimal selection of friction coefficient has an important key to enhance the performance of FTMDs. Consequently, a free parameter search of all FTMD parameters provides a better performance in comparison with considering a preselected mass ratio for FTMD in the optimum design stage of the FTMD. Furthermore, the SSI significant effects on the optimum design of the TMD and FTMD. The simulation results also show that the FTMD provides a better performance in reducing the maximum top floor displacement and acceleration of the building in different soil types. Moreover, the performance of the TMD and FTMD decrease with increasing soil softness, so that ignoring the SSI effects in the design process may give an incorrect and unrealistic estimation of their performance.

• 한국정보과학회논문지:정보통신
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• 제33권2호
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• pp.175-182
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• 2006

IPv6 워킹 그룹에서 표준화된 CGA(Cryptographically Generated Addresses)는 링크상에서의 주소 변조 및 주소 도난 문제를 해결하고 전자서명을 제공하기 위해 제안되었으나 키 충돌이라는 문제가 발생할 수 있어서 이를 해결하기 위해 SEC(SECurity parameter) 필드를 도입하여 높은 보안이 필요한 경우에는 높은 SEC 값을 적용함으로써 키 충돌 확률을 감소시킨다. 하지만 SEC 값이 증가함에 따라 CGA 생성 시간이 무제한으로 증가하기 때문에 무선 환경에서 SEC 값이 높은 CGA를 적용하는 것은 불가능하다. 또, 낮은 SEC 값을 적용하는 경우 키 충돌은 높은 확률로 발생한다. 따라서, 본 논문에서는 계층적 애드 혹 환경에 적합한 개선된 CGA(MCGA: Modified CGA)를 제안한다. 제안되는 MCGA는 CGA에 비해 생성 시간이 매우 짧고 CGA와 마찬가지로 매우 작은 오버헤드로 전자 서명을 제공하며 계층적 네트워크 환경에서 사용함으로써 키 충돌 문제를 해결한다. MCGA는 계층적 애드 혹 환경뿐만 아니라 일반 IPv6 네트워크에서도 적용이 가능하다. 본 논문에서는 먼저 수학적 모델을 통해 MCGA와 CGA의 생성 시간을 분석하고 시뮬레이션을 통해 CGA와 MCGA의 생성시간을 측정하여 MCGA가 SEC 값이 0인 경우의 CGA에 비해 생성 시간이 평균 3.3배, 그리고 SEC 값이 1인 경우에는 평균 68,000배 짧다는 것을 보인다. 특히 SEC 값이 3 이상인 경우 애드 혹 환경뿐만 아니라 일반 네트워크에서도 부적절하다는 것을 증명한다.

• 한국위성정보통신학회논문지
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• 제11권3호
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• pp.28-31
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• 2016

본 연구에서는 최근 의료용으로 많이 사용되고 있는 고휘도, 고균일도의 직하광원구조를 가지는 백라이트 유닛에 대한 설계 시뮬레이션을 실시하였다. 직하형 백라이트 시스템은 기존의 Edge-Lighr 방식에 비해서 고휘도 및 고균일도를 달성할 수 있어 의료용 판독이 요구되는 고품질의 디스플레이에 사용되고 있으며, 흑백이미지를 바탕으로 진단을 실시하는 경우가 많기 때문에 휘도 및 휘도 균일도에 대한 높은 성능이 요구되는 분야이다. 본 연구에서는 복수 개의 램프를 수평으로 배열한 경우에 각 램프간의 거리 및 반사판과의 거리, 상측 확산판과의 거리에 대한 최적설계를 실시하고, 이 결과를 바탕으로 실물과 유사한 조건에서 시뮬레이션을 실시하였다. 연구 결과, Parameter 에 의존하는 변수를 최적화 할 수 있었으며, 4.5mm 의 램프와 반사판 거리 및 26mm 의 램프간 거리를 바탕으로 16개의 램프를 배치하여, 32인치 크기의 화면에서 6423nit 의 중심휘도를 갖는 고품위의 우수한 광원의 설계가 가능함을 확인할 수 있었다.