• Proceedings of the Korea Society for Simulation Conference
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• 2000.04a
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• pp.51-56
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• 2000

DEVS 형식론[Zeigler 1984]은 이산 사건 시스템을 기술하기 위해 Zeigler에 의해 제안된 모델링 형식론이다. 본 논문에서는 DEVS 형식론을 실시간 시뮬레이션 모델을 기술하기 위한 RT-DEVS 형식론으로 확장하고 이를 통해 기술된 시뮬레이션 모델을 실행하기 위한 실시간 수행 알고리즘을 제안한다. 또한 기술된 모델을 실시간에 기반하여 수행시키기 위한 시뮬레이션 커널의 구조와 구현에 대하여 다룬다.

• Journal of the Korean Association of Geographic Information Studies
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• v.13 no.3
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• pp.53-63
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• 2010

The global sea level rise has an effect on eco-environmental change by the inundation and erosion in the coastal area. Forecasting model on the change of morpho-ecological environments by the sea level change will give us information for coastal area management by predicting environmental changes of the up-coming future. This research aimed to foresee eco-environmental changes by the sea level rise in coastal area. Prediction model used SLAMM model developed to forecast coastal changes by IPCC scenario. The model predicted centennial environmental changes in the mouth of Han river and Nakdong river, Suncheon and Hampyeung bay as case areas. To sum up the research findings, in the estuary of the Han river, tidal flat was gradually disappeared from the year 2075, scrubmarsh and saltmarsh belts were developed. In the Nakdong River estuary, scrubmarsh was decreased from the year 2025, tidal flat was deposited from the year 2050, and also, the Gimhae plain was partially inundated, and wetlands were formed. In the Hampyeung bay, saltmarsh was deposited in the year 2025, tidal flat expanded until 2050 was partially submerged after that time. Tidal flat of Suncheon bay was disappeared by the inundation after 2025, and saltmarsh was developed in the embayment.

• Journal of Korean Tunnelling and Underground Space Association
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• v.17 no.6
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• pp.665-674
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• 2015

A TSL (Thin Spray-on Liner) which consists of polymers has a higher initial strength, faster construction time and higher waterproofing performance than the conventional cementitious shotcrete. Main supporting mechanism of TSL is the adhesion and tensile strength which is distinct from the conventional shotcrete. Even though highly in demand due to its outstanding characteristics, TSL is not yet well-known support material. In this study, to evaluate contact behavior of TSL, numerical analysis was performed with comparing result from laboratory tests. From the analysis, cohesive behavior at the contact surface between TSL and rock can be evaluated by using combination of cohesive and the damage model. In addition, results show that the cohesive stiffness controled slope between force and displacement, the fracture energy controled level of force at the contact.

• Journal of the Korean Geographical Society
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• v.44 no.1
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• pp.31-55
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• 2009

This research aims 1) to characterize the spatial distribution of low relief landforms (plains) via analyses of a Digital Elevation Model (DEM), 2) to classify plains according to morphological and genetic similarity, and 3) to develop a model to explain forming processes of plains in the Korean peninsula. Plains can easily be separated from high relief mountaneous areas by analyzing the DEM. The overall morphological and locational characteristics of plains can be categorized into lava plains, fluvial-marine plains, erosional plains, intermontane basins, and higher ground plains. It is concluded that the characteristic of each plain type is decided by base-level changes caused by tectonic uplift and sea-level changes, and topological relationship of different rock types. Different plain types do not exist independently, but connected with each others along stream networks. The model developed is able to combine the morphological characteristics of plains with the channel network to conceptualize characteristics and development pathways of plains in the Korean Peninsula.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.34 no.6
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• pp.667-673
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• 2010

This paper proposes a control method based on a pseudo-impedance model to control the motion of biped robots walking on an uneven surface. The pseudo-impedance model simulates the action of the ankle of a foot landing on the ground when a human walks. When the foot is in contact with the ground, the human ankle goes through two different phases. In the first phase, the human exerts little or no effort and applies no torque on the ankle so that the orientation of the foot is effortlessly and passively adjusted with respect to the ground. In the second phase of landing, the ankle generates a significant amount of torque in order to rotate and move the main part of the human body forward and to support the weight of the human; this phase is called the weight acceptance phase. Computer simulations of a 12-DOF biped robot with a 6-DOF environment model were performed to determine the effectiveness of the proposed pseudo-impedance control. The simulation results show that stable locomotion can be achieved on an irregular surface by using the proposed model.

• Review of KIISC
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• v.31 no.4
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• pp.67-75
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• 2021

지난 2020년 전 세계적으로 코로나 19 확진자가 급증하자 세계보건기구(WHO)는 코로나 19 대유행을 선언하였다. 이러한 질병의 확산을 막는 방안으로 다양한 시험들이 비대면 시험으로 전환되면서 부정행위에 대한 우려가 있다. 또한, 이러한 상황에서 비대면 시험을 진행하고자 할 때 참조할 만한 체계가 없는 것이 현실이다. 이러한 상황을 고려하여 감염병 확산 이후로 불가피하게 진행될 비대면 환경에서의 감독 및 시험 방식에 있어 4단계의 거버넌스를 제시하고자 한다. 해당 거버넌스는 시험에서 사용되는 활용도 및 빈도수와 시험 감독 강도에 따라 4단계로 정의된다. 각 단계의 거버넌스들은 기존의 비대면 시험 방식과 코로나 19 이후의 시험 방식에 대한 비교 및 조사와 여러 시험 형식의 특성을 고려하여 제시된다. 제시된 거버넌스는 비대면 시험을 준비하고 시행하는 기관, 기업 및 학교들의 참조 모델이 될 것으로 기대하며, 비대면 시험의 "효율성"과 "공정성"을 확보하는 데에 기여할 것을 기대한다.

• Computational Structural Engineering
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• v.8 no.3
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• pp.75-78
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• 1995

The boundary element analysis has been attempted for investigating the singular stress at the interface edge of infinitely layered structure. The subdomain technique has been employed and the analysis model has been divided into two subdomains, which are respectively homogeneous elastic zones. The boundary element equation has been formulated using the equilibrium and continuity conditions at the common interface. The numerical results of example problem has been presented.

• Proceedings of the Korea Society for Simulation Conference
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• 2000.11a
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• pp.156-164
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• 2000

실시간 시뮬레이션이란 시뮬레이션 모델의 시간 진행을 실시간에 기반하여 수행하는 시뮬레이션을 말한다. 이러한 시뮬레이션은 가상 운전 교육 프로그램 또는 컴퓨터를 이용한 컨트롤 시스템의 검증 등에 사용된다. 본 논문에서는 DEVS 형식론［Zei84］을 확장한 RT-DEVS 모델의 실시간 시뮬레이션에서 주어진 모델의 스케줄링 가능성에 대한 분석 기법을 다룬다. 제한된 시스템 리소스 상에서 여러 개의 모델을 실시간에 기반하여 시뮬레이션하려면 스케줄링이 필요하다. 실시간 스케줄링 가능성을 분석하기 위하여 시뮬레이션 모델에 제한점이 주어진다. 본 논문에서는 이러한 제한점을 알아보고 이를 만족하는 시뮬레이션 모델의 상태 궤적 그래프의 합성을 통하여 전체 시뮬레이션 시스템의 스케줄링 가능성을 알아보는 기법을 제안한다.

• Proceedings of the Korea Information Processing Society Conference
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• 2023.11a
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• pp.473-474
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• 2023

잘못된 분리수거는 다른 재활용 폐기물의 재활용을 제한한다. 본 논문에서는 올바른 분리수거를 위해 페트병 라벨 유무 분류 모델을 구현했다. 초기 모델의 낮은 성능을 개선하기 위해 이미지 데이터의 노이즈를 줄이는 편집을 거치고 데이터 증강을 적용하였으며, 모델 개선 작업을 진행하여 과적합을 피하면서 더 나은 성능을 도출했다. 최종 모델은 초기 모델보다 비교적 우수한 성능을 보였으나, 실제 활용 면에서는 낮은 성능을 나타냈다. 이는 학습 데이터의 질과 데이터양의 부족에서 나타난 결과로 볼 수 있다.

• Journal of the Korean Geotechnical Society
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• v.25 no.10
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• pp.17-30
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• 2009

Underground construction such as tunneling can induce damages on the surrounding rock mass, due to the stress concentration of in situ stresses and excessive energy input during construction sequence, such as blasting. The developed damage on the rock mass can have substantial influence on the mechanical and hydraulic behaviors of the rock masses around a tunnel. In this study, investigation on the generation of damage around an opening in a jointed rock model under biaxial compression condition was conducted. The joint dip angles employed are 30, 45, and 60 degrees to the horizontal, and the synthetic rock mass was made using early strength cement and water. From the biaxial compression test, initiation and propagation of tensile cracks at norm to the joint angle were found. The propagated tensile cracks eventually developed rock blocks, which were dislodged from the rock mass. Furthermore, the propagation process of the tensile cracks varies with joint angle: lower joint angle model shows more stable and progressive tensile crack propagation. The development of the tensile crack can be explained under the hypothesis that the rock segment encompassed by the joint set is subjected to the developing moment, which can be induced by the geometric irregularity around the opening in the rock model. The experiment results were simulated by using discrete element method PFC 2D. From the simulation, as has been observed from the test, a rock mass with lower joint angle produces wider damage region and rock block by tensile cracks. In addition, a rock model with lower joint angle shows progressive tensile cracks generation around the opening from the investigation of the interacted tensile cracks.