• Title/Summary/Keyword: Relaxation Error

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Matching of Elastic Rules in Sequence Databases (시퀀스 데이터베이스를 위한 유연 규칙 매칭)

  • Park, Sang-Hyun;Chu, Wesley W.;Kim, Sang-Wook
    • Proceedings of the Korea Information Processing Society Conference
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    • 2001.04a
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    • pp.57-60
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    • 2001
  • 본 논문에서는 유연 패턴(elastic pattern)을 갖는 규칙(rule)을 탐사하고 매칭하는 기법에 대해 논의한다. 유연 패턴은 시간 축으로 확장 및 수축할 수 있는 요소들의 순서화된 리스트이다. 유연 패턴은 서로 다른 샘플링 비율을 갖는 데이터 시퀀스들로부터 규칙들을 찾아내는데 유용하게 사용된다. 본 연구에서는 헤드(head: 규칙의 왼쪽 부분)와 바디(body: 규칙의 오른쪽 부분)가 모두 유연 패턴으로 구성된 규칙들을 신속하게 찾도록 하기 위하여 데이터 시퀀스로부터 서픽스 트리(suffix tree)를 구성한다. 이 서픽스 트리는 유연 규칙들의 압축된 표현이며, 타깃 헤드 시퀀스와 매치되는 규칙을 찾기 위한 인덱스 구조로서 사용된다. 만일, 매치되는 규칙을 찾을 수 없는 경우에는 규칙 완화(rule relaxation)의 개념을 이용한다. 클러스터 계층(cluster hierarchy)과 완화 오차(relaxation error)를 사용하여 타깃 헤드 시퀀스의 고유한 정보를 대부분 포함하고 있는 최소한으로 완화된 규칙을 찾는다. 다양한 실험을 통한 성능 평가를 통하여 제안한 기법의 우수성을 검증한다.

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FEM Analysis of Plasticity-induced Error on Measurement of Welding Residual Stress by the Contour Method

  • Shin, Shang-Hyon
    • Journal of Mechanical Science and Technology
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    • v.19 no.10
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    • pp.1885-1890
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    • 2005
  • The contour method relies on deformations that occur when a residually stressed component is cut along a plane. The method is based on the elastic superposition principle. When plasticity is involved in the relaxation process, stress error in the resulting measurement of residual stress would be caused. During the cutting the specimen is constrained at a location along the cut so that deformations are restrained as much as possible during cutting. With proper selection of the constraining location the plasticity effect can also be minimized. Typical patterns of longitudinal welding residual stress state were taken to assess the plasticity effect along with constraining locations.

Stress Relaxation Coefficient Method for Concrete Creep Analysis of Composite Sections (합성단면의 콘크리트 크리프 해석을 위한 이완계수법)

  • Yon, Jung-Heum;Kyung, Tae-Hyun;Kim, Da-Na
    • Journal of the Korea Concrete Institute
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    • v.23 no.1
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    • pp.77-86
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    • 2011
  • The concrete creep deformation of a hybrid composite section can cause additional deformation of the composite section and the stress relaxation of pre-compressive stress on the concrete section due to partial restraint of the deformation. In this study, the stress relaxation coefficient method (SRCM) is derived for simple analysis of complicate hybrid or composite sections for engineering purpose. Also, an equation of the stress relaxation coefficient (SRC) required for the SRCM is proposed. The SRCM is derived with the parameters of a creep coefficient, section and loading properties using the same method as the constant-creep step-by-step method (CC-SSM). The errors of the SRCM is improved by using the proposed SRC equation than the average SRC's which were estimated from the CC-SSM. The root mean square error (RMSE) of the SRCM with the proposed SRC equation for concrete with creep coefficient less than 3 was less than 1.2% to the creep deformation at the free condition and was 3.3% for the 99% reliability. The proposed SRC equation reflects the internal restraint of composite sections, and the effective modulus of elasticity computed with the proposed SRC can be used effectively to estimate the rigidity of a composite section in a numerical analysis which can be applied in analysis of the external restrain effect of boundary conditions.

Time-delayed State Estimator for Linear Systems with Unknown Inputs

  • Jin Jaehyun;Tahk Min-Jea
    • International Journal of Control, Automation, and Systems
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    • v.3 no.1
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    • pp.117-121
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    • 2005
  • This paper deals with the state estimation of linear time-invariant discrete systems with unknown inputs. The forward sequences of the output are treated as additional outputs. In this case, the rank condition for designing the unknown input estimator is relaxed. The gain for minimal estimation error variance is presented, and a numerical example is given to verify the proposed unknown input estimator.

Relaxation of the Circuit Mismatching of the Viterbi Decoder using Input Error Amplification (입력 에러 증폭 방법을 이용한 비터비 디코더의 회로 구현 미스 매칭 문제 개선)

  • Yang, Chang-Ju;Sah, Maheshwar;Lin, Haiping;Kim, Hyong-Suk
    • Proceedings of the IEEK Conference
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    • 2009.05a
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    • pp.175-177
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    • 2009
  • 통신이나 저장 매체에서 에러 정정을 위해 사용하는 비터비 디코더를 1에 해당하는 회로와 0에 해당하는 회로로 나누어 구성하고 각 출력 값의 크기를 비교함으로써 디코딩을 수행하는 구조를 연구하였다. 특히, 디코딩회로를 하드웨어 구현 시의 mismatching에 대비하기 위해, 경로에러를 증폭하여 두 회로 출력 값 사이의 마진을 크게 하는 방법을 제안하였다. 제안한 구조에 대한 시뮬레이션 결과 노이즈가 매우 심한 경우에도 높은 에러 정정 성능을 보였다.

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Determination of Bulk Density and Internal Structure of Red Ginseng Root Using NMR (NMR을 이용한 홍삼의 용적밀도 측정 및 내부 조직 판별)

  • ;R. Ruan
    • Journal of Ginseng Research
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    • v.22 no.2
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    • pp.96-101
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    • 1998
  • This paper describes the determination of bulk density and the discrimination of internal structure of red ginseng by nuclear magnetic resonance (NMR). The 102 red ginseng roots were tested for bulk density. The NMR properties measured by NMR parameters such as spin-lattice relaxation time ($T_1$) and spin-spin relaxation time ($T_2$) were determined using the low field proton NMR analyzer. Bulk density of red ginseng root showed a highly negative significant correlation (r=-0.8934) with the value of $T_1$, but a highly positive significant correlation (r=0.7672 and 0.5909) with the value of T21 (short T2) and T22 (long T2), respectively. Multiple regression equation, Y=-0.0069.$T_1$+0.3044.$T_{21}$-0.0156.$T_{22}$-0.6368, using the MNR parameter values of 80 red ginseng roots can effectively predict the bulk density of 22 red ginseng roots with the correlation coefficient of 0.9396 and the standard error of 0.086. The differences in the internal structure of normal and inside white part of red ginseng were easily found by the signal intensity of NMR image based on magnetic properties of proton nucleus.

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Convergence analysis of fixed-point iteration with Anderson Acceleration on a simplified neutronics/thermal-hydraulics system

  • Lee, Jaejin;Joo, Han Gyu
    • Nuclear Engineering and Technology
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    • v.54 no.2
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    • pp.532-545
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    • 2022
  • In-depth convergence analyses for neutronics/thermal-hydraulics (T/H) coupled calculations are performed to investigate the performance of nonlinear methods based on the Fixed-Point Iteration (FPI). A simplified neutronics-T/H coupled system consisting of a single fuel pin is derived to provide a testbed. The xenon equilibrium model is considered to investigate its impact during the nonlinear iteration. A problem set is organized to have a thousand different fuel temperature coefficients (FTC) and moderator temperature coefficients (MTC). The problem set is solved by the Jacobi and Gauss-Seidel (G-S) type FPI. The relaxation scheme and the Anderson acceleration are applied to improve the convergence rate of FPI. The performances of solution schemes are evaluated by comparing the number of iterations and the error reduction behavior. From those numerical investigations, it is demonstrated that the number of FPIs is increased as the feedback is stronger regardless of its sign. In addition, the Jacobi type FPIs generally shows a slower convergence rate than the G-S type FPI. It also turns out that the xenon equilibrium model can cause numerical instability for certain conditions. Lastly, it is figured out that the Anderson acceleration can effectively improve the convergence behaviors of FPI, compared to the conventional relaxation scheme.

Basis Set Superposition Error on Structures and Complexation Energies of Organo-Alkali Metal Iodides

  • Kim, Chang-Kon;Zhang, Hui;Yoon, Sung-Hoon;Won, Jon-Gok;Kim, Chan-Kyung
    • Bulletin of the Korean Chemical Society
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    • v.31 no.8
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    • pp.2228-2234
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    • 2010
  • Theoretical studies have been performed to study the binding characteristics of the alkali metal iodides, M-I (M = Li, Na, K), to poly(ethylene oxide) (PEO, I), poly(ethylene amine) (PEA, II) and poly(ethylene N-methylamine) (PEMA, III) via the B3LYP method. In this study, two types of complexes, singly-coordinated systems (SCS) and doubly-coordinated systems (DCS), were considered, and dissociation energies (${\Delta}E_D$) were calculated both with and without basis set superposition error (BSSE). Two types of counterpoise (CP) approach were investigated in this work, but the ${\Delta}E_D$ values corrected by using the function CP (fCP) correction exhibited an unusual trend in some cases due to deformation of the sub-units. This problem was solved by including geometry relaxation in the CP-corrected (GCP) interaction energy. On the other hand, the effects of the BSSE on the structures were very small when the complexes were re-optimized on the CP-corrected (RCP) potential energy surface (PES), even if the bond lengths between X and $M^+$ ($d_{{X-M}^+}$) and between $M^+$ and $I^-$ ($d_{M^+-I^-}$) were slightly lengthened. Therefore, neither the GCP nor RCP corrections made much difference to the dissociation energies.

A Development of 3-D Numeric Model for the Confined Flow and Discharge under Sea Ground (해저 지중 피압유체의 흐름과 양수량 산출에 관한 3차원 수치모형의 개발)

  • Kim, Sang-Jun
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.22 no.6
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    • pp.387-396
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    • 2010
  • A 3-D numeric model for the confined transient flow under sea ground have been developed. This is FDM model using Gauss-Seidel SOR (successive over-relaxation). This model shows the similar head distribution pattern to Theis analytic solution and MODFLOW simulation. The input flowrate to the aquifer and discharge of well have been compared. And it have been found that mass balance is influenced by the weight factor ${\alpha}$, i.e. fullyimplicit method (${\alpha}$=1) shows 5% error, but when ${\alpha}$ becomes to 0.5(Crank and Nicolson method) the mass balance becomes worse and the model result diverges. And the convergency of the model is not much different when $\lambda$ (over-relaxation factor)=0.8~1.5, but when $\lambda$>1.5, the model result diverges. The test-run shows that the well discharge becomes smaller when another well is near. This model can cover the isotropy$(Kx{\neq}Ky{\neq}Kz)$ and inhomogeneity, and can be used for the selection of well site, discharge calculation, and head prediction in case of the artificial recharge etc.

Joint Detection Method for Non-orthogonal Multiple Access System Based on Linear Precoding and Serial Interference Cancellation

  • Li, Jianpo;Wang, Qiwei
    • Journal of Information Processing Systems
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    • v.17 no.5
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    • pp.933-946
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    • 2021
  • In the non-orthogonal multiple access (NOMA) system, multiple user signals on the single carrier are superimposed in a non-orthogonal manner, which results in the interference between non-orthogonal users and noise interference in the channel. To solve this problem, an improved algorithm combining regularized zero-forcing (RZF) precoding with minimum mean square error-serial interference cancellation (MMSE-SIC) detection is proposed. The algorithm uses RZF precoding combined with successive over-relaxation (SOR) method at the base station to preprocess the source signal, which can balance the effects of non-orthogonal inter-user interference and noise interference, and generate a precoded signal suitable for transmission in the channel. At the receiver, the MMSE-SIC detection algorithm is used to further eliminate the interference in the signal for the received superimposed signal, and reduce the calculation complexity through the QR decomposition of the matrix. The simulation results show that the proposed joint detection algorithm has good applicability to eliminate the interference of non-orthogonal users, and it has low complexity and fast convergence speed. Compared with other traditional method, the improved method has lower error rate under different signal-to-interference and noise ratio (SINR).