• Title/Summary/Keyword: fixed modeling

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DEVS-based Modeling Simulation for Semiconductor Manufacturing Using an Simulation-based Adaptive Real-time Job Control Framework (시뮬레이션 기반 적응형 실시간 작업 제어 프레임워크를 적용한 웨이퍼 제조 공정 DEVS 기반 모델링 시뮬레이션)

  • Song, Hae-Sang;Lee, Jae-Young;Kim, Tag-Gon
    • Journal of the Korea Society for Simulation
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    • v.19 no.3
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    • pp.45-54
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    • 2010
  • The inherent complexity of semiconductor fabrication processes makes it hard to solve well-known job scheduling problems in analytical ways, which leads us to rely practically on discrete event modeling simulations to learn the effects of changing the system's parameters. Meanwhile, unpredictable disturbances such as machine failures and maintenance diminish the productivity of semiconductor manufacturing processes with fixed scheduling policies; thus, it is necessary to adapt job scheduling policy in a timely manner in reaction to critical environmental changes (disturbances) in order for the fabrication process to perform optimally. This paper proposes an adaptive job control framework for a wafer fabrication process in a control system theoretical approach and implements it based on a DEVS modeling simulation environment. The proposed framework has the advantages in view of the whole systems understanding and flexibility of applying new rules compared to most ad-hoc software approaches in this field. Furthermore, it is flexible enough to incorporate new job scheduling rules into the existing rule set. Experimental results show that this control framework with adaptive rescheduling outperforms fixed job scheduling algorithms.

The Modeling of the Optimal Data Format for JPEG2000 CODEC on the Fixed Compression Ratio (고정 압축률에서의 JPEG2000 코덱을 위한 최적의 데이터 형식 모델링)

  • Kang, Chang-Soo;Seo, Choon-Weon
    • Proceedings of the IEEK Conference
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    • 2005.11a
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    • pp.1257-1260
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    • 2005
  • This paper is related to optimization in the image data format, which can make a great effect in performance of data compression and is based on the wavelet transform and JPEG2000. This paper established a criterion to decide the data format to be used in wavelet transform, which is on the bases of the data errors in frequency transform and quantization. This criterion has been used to extract the optimal data format experimentally. The result were (1, 9) of 10-bit fixed-point format for filter coefficients and (9, 7) of 16-bit fixed-point data format for wavelet coefficients and their optimality was confirmed.

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Vibration Prediction of Helicopter Airframe (헬리콥터 동체의 진동 예측)

  • Yun, Chul Yong;Kim, Do-Hyung;Kang, Hee Jung
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2013.04a
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    • pp.340-346
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    • 2013
  • This paper describes a helicopter vibration induced by main rotor in forward flight. The hub loads in the fixed frame, which are dominant source of helicopter vibration, are obtained by multi-blade summation of rotating blades loadings. The components of 3/rev, 4/rev, and 5/rev blades loadings are transmitted by blades to 4/rev hub loads in the fixed frame. The vertical vibrations of helicopter at pilot seat and copilot seat are calculated through rigid body transfer functions considering airframe to be rigid body. The blades are assumed to be elastic and undergo the flap, lag, and torsion motion and free wake aerodynamic model is used to calculate the precise blade loadings in the analysis. The 4/rev vertical vibration responses are analyzed from rotating blade loadings and fixed hub loadings.

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An Effective Quasi-static Modeling of the Piezoelectric Benders (압전 벤더의 효과적인 모델링 기법)

  • Park, Jong-Kyu;Moon, Won-Kyu
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.28 no.2
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    • pp.133-142
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    • 2004
  • In this article, the constitutive relations of three types of piezoelectric benders, which are a unimorph bender, a bimorph bender and a triple-layer bender, are derived based on the beam theory under the quasi-static equilibrium condition. The relation coefficients are described as the geometry and material properties of the benders. More general constitutive relations involving fixed-free, fixed-roll, and fixed-simply supported boundary conditions under the inconsistent length condition between the piezoelectric layer and the nonpiezoelectric one are discussed. The complicated constitutive relations can be easily calculated and checked by using the symbolic function in ‘Mathematica’. The relation coefficients for the benders are plotted in three dimensional graph using the developed program.

A Study on Multilayer Routing Problem by CAD system (CAD 시스템을 사용한 다층 Routing 문제에 관한 연구)

  • Yi, Cheon-Hee
    • Journal of the Korean Institute of Telematics and Electronics
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    • v.23 no.4
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    • pp.543-549
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    • 1986
  • A topologically based interconnection routing of multilayer printed circuit boards has been proposed. This study focuses on modeling the relative positioning of the interconnect paths rather than absolute positioning within a fixed coordinate system, thereby avoiding simplifications that impose restrictin on the path shapes.

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Modeling for fixed-end moments of I-sections with straight haunches under concentrated load

  • Soto, Inocencio Luevanos;Rojas, Arnulfo Luevanos
    • Steel and Composite Structures
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    • v.23 no.5
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    • pp.597-610
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    • 2017
  • This paper presents a mathematical model for fixed-end moments of I-sections with straight haunches for the general case (symmetrical and/or non-symmetrical) subjected to a concentrated load localized anywhere on beam taking into account the bending deformations and shear, which is the novelty of this research. The properties of the cross section of the beam vary along its axis "x", i.e., the flange width "b", the flange thickness "t", the web thickness "e" are constant and the height "d" varies along of the beam, this variation is linear type. The compatibility equations and equilibrium are used to solve such problems, and the deformations anywhere of beam are found by the virtual work principle through exact integrations using the software "Derive" to obtain some results. The traditional model takes into account only bending deformations, and others authors present tables considering the bending deformations and shear, but are restricted. A comparison between the traditional model and the proposed model is made to observe differences, and an example of structural analysis of a continuous highway bridge under live load is resolved. Besides the effectiveness and accuracy of the developed models, a significant advantage is that fixed-end moments are calculated for any cross section of the beam "I" using the mathematical formulas.

Failure Rate Characteristics Analysis under Ground Mobile and Ground Fixed Environments (지상 기동 및 고정 환경하 고장률 특성 분석)

  • Yun, Hui-Sung;Jeong, Da-Un;Yoon, Jong-Sung;Lee, Seung-Hun
    • Journal of Applied Reliability
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    • v.11 no.3
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    • pp.293-303
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    • 2011
  • Reliability Prediction using MIL-HDBK-217F has some restrictions due to its one modeling basis. One of the restrictions is caused by selecting one operating environment of a system, which is chosen regardless of its detailed conditions, e.g., external impact and vibration. Especially, an equipment, which is installed on a mobile vehicle though its movement is quasi-static, is controversial to designate its environment as ground mobile($G_M$), rather than ground fixed($G_F$). In this paper, failure rates were compared, which are computed using several moving time rates to total operating time. RiAC-HDBK-217Plus was used as the basic calculation model. In addition, $G_F$ conditioned failure rate was evaluated by comparing with that under $G_M$ environment but fixed state.

Structural damping for soil-structure interaction studies

  • Lutes, Loren D.;Sarkani, Shahram
    • Structural Engineering and Mechanics
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    • v.3 no.2
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    • pp.107-120
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    • 1995
  • A soil-structure interaction formulation is used here which is based on consideration of the dynamics of the structure with a free, rather than a fixed, base. This approach is shown to give a quite simple procedure for coupling the dynamic characteristics of the structure to those of the foundation and soil in order to obtain a matrix formulation for the complete system. In fixed-base studies it is common to presume that each natural mode of the structure has a given fraction of critical damping, and since the interaction formulation uses a free-base model, it seems natural for this situation to assign the equal modal damping values to free-base modes. It is shown, though, that this gives a structural model which is significantly different than the one having equal modal damping in the fixed-base modes. In particular, it is found that the damping matrix resulting in equal modal damping values for free-based modes will give a very significantly smaller damping value for the fundamental distortional mode of the fixed-base structure. Ignoring this fact could lead one to attribute dynamic effects to interaction which are actually due to the choice of damping.