• 제목/요약/키워드: Mechanism simulation

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ATM에서 가상 스위치를 이용한 흐름 제어 방식의 성능 분석 (Performance Analysis of Flow Control Method Using Virtual Switchs on ATM)

  • 조미령;양성현;이상훈
    • 한국컴퓨터산업학회논문지
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    • 제3권1호
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    • pp.85-94
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    • 2002
  • ATM(Asychronous Transfer Mode) 표준에서 제안된 EMRCA(Explicit Max_min Rate Control Algorithm) 스위치 방식은 ATM 네트워크에서 ABR(Available Bit Rate) 서비스 트래픽을 제어한다. ATM 네트워크의 ABR 서비스 분류는 다양한 링크 용량에 적용하기 위하여 피드백 제어 방식을 사용한다. VS/VD(Virtual Source/Virtual Destination) 기법은 다른 종단간 ABR 제어 루프를 격리된 루프들로부터 분리할 수 있도록 해준다. 피드백 지연과 내부적으로 폐쇄된 구간을 갖는 ABR 트래픽 제어는 처리량, 지연 그리고 지터 등을 고려한 ABR 접속에 있어서 보다 나은 성능과 QoS(Quality of Service)를 제공한다. 본 논문은 ABR VS/VD 흐름 제어 방식에 관한 연구이다. 매개변수를 정확하게 선택하고 시스템의 안정성과 같은 성능을 평가하는 수단을 제공하기 위하여 선형 제어 이론을 사용하여 모델링 하였다. 성능 개선의 목적은 높은 링크 이용율과 공정한 대역폭 분배 그리고 안정된 동작등이며 이는 이산 사건 시뮬레이션을 하였다. 본 논문에서는 VS/VD 스위치의 특수한 레이아웃에 맞춘 ABR 흐름 제어 방식의 설계에 선형 제어 이론을 사용한 것이며 시뮬레이션을 하여 기존의 폭주 제어 방식보다 우수함을 보였다.

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정성적 모델에 기초한 비교분석의 확장 기법 (An Extension Technique of Comparative Analysis based on Qualitative Model)

  • 김현경
    • 지능정보연구
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    • 제12권4호
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    • pp.51-60
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    • 2006
  • 정성적 추론은 자연 세계에 대한 정성적, 직관적인 지식을 밝혀내어 코드화하는 목표를 갖고 연구되어 왔다. 정성적 추론은 전자, 기계 등의 도메인에서 성공적으로 사용되어 그 실효성을 입증할 수 있었으나, 대부분의 추론은 시뮬레이션에 집중되어 왔다. 본 연구에서는 주어진 상황에서 변화가 발생했을 때, 이 변화가 어떻게 영향을 미치며 파급되는지를 예측할 수 있는 정성적 비교분석 기법을 소개하고자 한다. 본 연구에서는 파라미터의 상대적인 변화의 파급만을 예측한 기존의 연구에 상대적 변화의 증가율 변화에 대한 추론을 추가하여 확장하였다. 상대적인 주어진 상황에 대한 인과모델이 정성적 분야 모델로부터 형성되고, 여기에 비교분석 추론 기법을 적용하여 변화의 연쇄적인 인과 관계를 추적하게 된다. 이러한 기법은 변화의 예측 뿐 아니라, 이런 변화를 이끌어낸 인과 관계를 설명하는 기능을 제공하게 되어, 디자인, 진단, 지능형 교육 시스템, 환경 영향평가 등에 이용되리라 기대된다.

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지반내 자연대류에 대한 수치해석적 논의 (Numerical Discussion on Natural Convection in Soils)

  • 신호성
    • 한국지반공학회논문집
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    • 제33권2호
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    • pp.35-47
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    • 2017
  • 지반의 열적 거동은 대부분 열전도에 국한되어 연구가 진행되었으며, 자연대류 현상에 대한 연구는 매우 미비한 실정이다. 지반의 온도증가는 간극수의 밀도변화에 따른 부력을 유발하여 자연대류를 발생시키게 된다. 유체역학 관점에서 다공질 재료내의 자연대류 해석의 제약조건에 대하여 논의하고, 거시적 관점에서 완전 결합된 열-수리-역학적인 지배방정식을 이용한 대류현상에 대한 수치해석 기법을 제시하였다. 실내 열전도도 측정을 위한 탐침기 실험에 대한 수치실험은 자연대류를 무시하고 평가된 열전도도의 불확실성에 대하여 논의하고, 모델식과의 오류를 최소화하기 위한 적정한 실험조건을 제시하였다. 해저 전력선의 매설은 해저면 0.2m 깊이에서의 온도상승을 $2^{\circ}C$로 제한하고 있으나, 투수성이 큰 지반재료에 대한 수치해석결과는 기준온도를 초과하는 것으로 나타났다. 해저면의 온도와 열-수리-역학적 물성은 전력선의 매설설계에 중요한 설계인자이며 자연대류의 영향을 고려하여야 한다. 특히, 큰 투수성을 갖는 지반내에 열원이 존재하는 경우, 간극수의 밀도변화에 따른 자연대류가 중요한 열전달의 인자가 되므로 이를 고려한 해석을 수행하여야 한다.

A case study on asymmetric deformation mechanism of the reserved roadway under mining influences and its control techniques

  • Li, Chen;Wu, Zheng;Zhang, Wenlong;Sun, Yanhua;Zhu, Chun;Zhang, Xiaohu
    • Geomechanics and Engineering
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    • 제22권5호
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    • pp.449-460
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    • 2020
  • The double-lane arrangement model is frequently used in underground coal mines because it is beneficial to improve the mining efficiency of the working face. When the double-lane arrangement is used, the service time of the reserved roadway increases by twice, which causes several difficulties for the maintenance of the roadway. Given the severe non-uniform deformation of the reserved roadway in the Buertai Coal Mine, the stress distribution law in the mining area, the failure characteristics of roadway and the control effect of support resistance (SR) were systematically studied through on-site monitoring, FLAC 3D numerical simulation, mechanical model analysis. The research shows that the deformation and failure of the reserved roadway mainly manifested as asymmetrical roof sag and floor heave in the region behind the working face, and the roof dripping phenomenon occurred in the severe roof sag area. After the coal is mined out, the stress adjustment around goaf will happen to some extent. For example, the magnitude, direction, and confining pressure ratio of the principal stress at different positions will change. Under the influence of high-stress rotation, the plastic zone of the weak surrounding rock is expanded asymmetrically, which finally leads to the asymmetric failure of roadway. The existing roadway support has a limited effect on the control of the stress field and plastic zone, i.e., the anchor cable reinforcement cannot fully control the roadway deformation under given conditions. Based on obtained results, using roadway grouting and advanced hydraulic support during the secondary mining of the panel 22205 is proposed to ensure roadway safety. This study provides a reference for the stability control of roadway with similar geological conditions.

Coupled solid and fluid mechanics simulation for estimating optimum injection pressure during reservoir CO2-EOR

  • Elyasi, Ayub;Goshtasbi, Kamran;Hashemolhosseini, Hamid;Barati, Sharif
    • Structural Engineering and Mechanics
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    • 제59권1호
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    • pp.37-57
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    • 2016
  • Reservoir geomechanics can play an important role in hydrocarbon recovery mechanism. In $CO_2$-EOR process, reservoir geomechanics analysis is concerned with the simultaneous study of fluid flow and the mechanical response of the reservoir under $CO_2$ injection. Accurate prediction of geomechanical effects during $CO_2$ injection will assist in modeling the Carbon dioxide recovery process and making a better design of process and production equipment. This paper deals with the implementation of a program (FORTRAN 90 interface code), which was developed to couple conventional reservoir (ECLIPSE) and geomechanical (ABAQUS) simulators, using a partial coupling algorithm. A geomechanics reservoir partially coupled approach is presented that allows to iteratively take the impact of geomechanics into account in the fluid flow calculations and therefore performs a better prediction of the process. The proposed approach is illustrated on a realistic field case. The reservoir geomechanics coupled models show that in the case of lower maximum bottom hole injection pressure, the cumulative oil production is more than other scenarios. Moreover at the high injection pressures, the production rates will not change with the injection bottom hole pressure variations. Also the FEM analysis of the reservoir showed that at $CO_2$ injection pressure of 11000 Psi the plastic strain has been occurred in the some parts of the reservoir and the related stress path show a critical behavior.

Spatial Characteristics and Driving Forces of Cultivated Land Changes by Coupling Spatial Autocorrelation Model and Spatial-temporal Big Data

  • Hua, Wang;Yuxin, Zhu;Mengyu, Wang;Jiqiang, Niu;Xueye, Chen;Yang, Zhang
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제15권2호
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    • pp.767-785
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    • 2021
  • With the rapid development of information technology, it is now possible to analyze the spatial patterns of cultivated land and its evolution by combining GIS, geostatistical analysis models and spatiotemporal big data for the dynamic monitoring and management of cultivated land resources. The spatial pattern of cultivated land and its evolutionary patterns in Luoyang City, China from 2009 to 2019 were analyzed using spatial autocorrelation and spatial autoregressive models on the basis of GIS technology. It was found that: (1) the area of cultivated land in Luoyang decreased then increased between 2009 and 2019, with an overall increase of 0.43% in 2019 compared to 2009, with cultivated land being dominant in the overall landscape of Luoyang; (2) cultivated land holdings in Luoyang are highly spatially autocorrelated, with the 'high-high'-type area being concentrated in the border area directly north and northeast of Luoyang, while the 'low-low'-type area is concentrated in the south and in the municipal area of Luoyang, and being heavily influenced by topography and urbanization. The expansion determined during the study period mainly took place in the Luoyang City, with most of it being transferred from the 'high-low'-type area; (3) elevation, slope and industrial output values from analysis of the bivariate spatial autocorrelation and spatial autoregressive models of the drivers all had significant effects on the amount of cultivated land holdings, with elevation having a positive effect, and slope and industrial output having a negative effect.

Analysis for mechanical characteristics and failure models of coal specimens with non-penetrating single crack

  • Lv, Huayong;Tang, Yuesong;Zhang, Lingfei;Cheng, Zhanbo;Zhang, Yaning
    • Geomechanics and Engineering
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    • 제17권4호
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    • pp.355-365
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    • 2019
  • It is normal to observe the presence of numerous cracks in coal body. And it has significantly effective on the mechanical characteristics and realistic failure models of coal mass. Therefore, this paper is to investigate the influence of crack parameters on coal body by comprehensive using theoretical analysis, laboratory experiments and numerical simulation through prepared briquette specimens. Different from intact coal body possessing single peak in stress-strain curve, other specimens with crack angle can be illustrated to own double peaks. Moreover, the unconfined compressive strength (UCS) of specimens decreases and follow by increasing with the increase of crack angle. It seems to like a parabolic shape with an upward opening. And it can be demonstrated that the minimum UCS is obtained in crack angle $45^{\circ}$. In terms of failure types, it is interesting to note that there is a changing trend from tensile failure to tensile-shear mixing failure with tension dominant follow by shear dominant with the increase of crack angle. However, the changing characteristics of UCS and failure forms can be explained by elastic-plastic and fracture mechanics. Lastly, the results of numerical simulations are good consistent with the experimental results. It provides experimental and theoretical foundations to reveal fracture mechanism of coal body with non-penetrating single crack further.

Auto-dump Design of Postharvest Bulk Handling Machinery System for Onions

  • Park, Jongmin;Choi, Wonsik;Kim, Ghiseok;Kim, Jongsoon
    • Journal of Biosystems Engineering
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    • 제43권4호
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    • pp.379-385
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    • 2018
  • Purpose: Postharvest handling of onions (harvesting, cleaning, grading, cooling, storing, and transport) should be performed continually to reduce costs and improve quality. The purpose of this study is to a) determine the design parameters and operating conditions of anion auto-dumping that constitutes a key component of the postharvest bulk handling machinery system, and b) to perform a performance test with the auto-dump prototype system. Methods: Kinematic analyses and computer simulations of the auto-dump mechanism were applied to analyze the operating conditions and design parameters. Results: The optimum working condition for the auto-dump was determined from kinetic analyses. In addition, the interaction between the velocity of the hydraulic cylinder and the angular velocity of the auto-dump were analyzed in order to control the bulk handling machinery system. The acting forces and optimum operating conditions of the hydraulic cylinder were determined by analyzing the forces related to the mass of inertia of the auto-dump assembly during rotation. The method of controlling the feeding rate of onions in terms of the uniformity of the stacking pattern and the control of the entire system was better than the two-stage method of controlling the rotational speed of the auto-dump. Based on the performance test with the prototype for the auto-dump, the stacking pattern and rigidity of the system were analyzed. Conclusions: These results would be of great importance in the postharvest bulk handling machinery system for onions.

Performance evaluation of inerter-based damping devices for structural vibration control of stay cables

  • Huang, Zhiwen;Hua, Xugang;Chen, Zhengqing;Niu, Huawei
    • Smart Structures and Systems
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    • 제23권6호
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    • pp.615-626
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    • 2019
  • Inerter-based damping devices (IBBDs), which consist of inerter, spring and viscous damper, have been extensively investigated in vehicle suspension systems and demonstrated to be more effective than the traditional control devices with spring and viscous damper only. In the present study, the control performance on cable vibration reduction was studied for four different inerter-based damping devices, namely the parallel-connected viscous mass damper (PVMD), series-connected viscous mass damper (SVMD), tuned inerter dampers (TID) and tuned viscous mass damper (TVMD). Firstly the mechanism of the ball screw inerter is introduced. Then the state-space formulation of the cable-TID system is derived as an example for the cable-IBBDs system. Based on the complex modal analysis, single-mode cable vibration control analysis is conducted for PVMD, SVMD, TID and TVMD, and their optimal parameters and the maximum attainable damping ratios of the cable/damper system are obtained for several specified damper locations and modes in combination by the Nelder-Mead simplex algorithm. Lastly, optimal design of PVMD is developed for multi-mode vibration control of cable, and the results of damping ratio analysis are validated through the forced vibration analysis in a case study by numerical simulation. The results show that all the four inerter-based damping devices significantly outperform the viscous damper for single-mode vibration control. In the case of multi-mode vibration control, PVMD can provide more damping to the first four modes of cable than the viscous damper does, and their maximum control forces under resonant frequency of harmonic forced vibration are nearly the same. The results of this study clearly demonstrate the effectiveness and advantages of PVMD in cable vibration control.

상용 국산 반자동 채소 정식기의 작동 특성 분석 (Operational Characteristics of a Domestic Commercial Semi-automatic Vegetable Transplanter)

  • 박정현;황석준;남주석
    • 농업생명과학연구
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    • 제52권6호
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    • pp.127-138
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    • 2018
  • 본 연구에서는 국내에서 주로 사용되는 채소 정식기를 대상으로 전체적인 작동 특성을 분석하였다. 식부장치 거동에 영향을 주는 주요 구성요소 및 동력전달경로를 파악하였으며, 식부장치의 링크 구조를 기구적으로 분석하고 3D모델링 및 시뮬레이션을 수행하였다. 이를 바탕으로 식부호퍼 극하단점의 궤적을 분석하였다. 또한 엔진회전속도 및 식부변속단수 변화에 따른 주간거리를 도출하고 필드시험을 통해 검증하였다. 주요 결과로써, 식부장치는 10개의 링크와 13개의 회전 조인트로 구성된 1 자유도의 기구이며 각 부분들은 4절 링크식으로 구성되어 있었다. 링크장치의 거동에 의해 식부호퍼는 일정한 자세를 유지하면서 연직 방향으로 묘를 심어준다. 동력은 엔진을 통해 주행부 및 식부로 전달되었으며 식부장치의 최대 및 최소 주간거리는 각각 428.97mm, 261.20mm로 나타났다.