• Title/Summary/Keyword: cyclic extension

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A Minimum Cyclic Extension Scheme for Asynchronous Zipper-based VDSL Modems (비동기식 Zipper 방식의 VDSL 모뎀에서 최소의 Cyclic Extension 구현 기법)

  • 위정욱;양원영;조용수;백종호;유영환;조진웅
    • Proceedings of the IEEK Conference
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    • 2000.09a
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    • pp.577-580
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    • 2000
  • 본 논문에서는 비동기식 Zipper 방식의 VDSL(Very High Blt-rate Digital Subscriber Line) 시스템에서 cyclic extension 을 최소화 하는 기법을 제안하고, 전형적인 전화채널 환경 하에서 제안된 방식의 성능을 분석한다. Zipper 방식에서는 각 DMT(discrete-multitone) 블록에cyclic prefix(CP) 와 cyclic suffix(CS)가 추가로 사용되는데, 여기서 CP 는 심볼간 간섭과 부채널간 간섭을 방지하기 위하여 삽입되며, CS는 upstream 과 downstream 부반송파간의 직교성을 유지하기 위하여 추가되어 near-end crosstalk (NEXT)을 방지한다. 이 방식이 동기식 Zipper 방식으로 CS에 의해 NEXT를 제거하기 위해서는 한 binder 내의 모든 송신단의 동기를 맞추어야 한다. 그러나 비동기식 Zipper 방식은 다른 송신단과의 동기가 맞지 않아 CS가 NEXT에 아무런 영향을 주지 못한다 본 논문에서는 CS를 사용하지 않는 비동기식 Zipper 방식의 VDSL 시스템을 제안한다. 컴퓨터 모의실험을 통하여 제안된 방식이 전형적인 채널환경 하에서 기존 Zipper 방식의 VDSL 시스템과 비교하여 비슷한 전송능력을 갖게 됨을 보인다.

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A Zipper-based VDSL Modem with an Efficient Cyclic Extension (효율적 Cyclinc Extension을 갖는 Zipperqkdtlr의 VDSL 모뎀)

  • 위정욱
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.25 no.10B
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    • pp.1793-1802
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    • 2000
  • In this paper we propose an efficient implementation technique for cyclic extension in VDSL(Very High bit-rate Digital Subscriber Line) systems using Zipper duplexing and analyze its performances under typical telephone channel environments. In Zipper-based VDSL systems each DTM(discrete-multitone) block is appended by both cyclic prefix(CP) and cyclic suffix(CS). The CP is inserte to prevent both intersymbol interference (ISI) and iterchannel interference (ICI) while the CS is appended to ensure orthogonality between the upstream and downstream carriers thus preventing near-end crosstalk (NEXT). However in order to implement the CP in the transmitter side of the VDSL system an additional hardware is required to append the latter part of each DMT symbol to the beginning of the DMT symbol. In this paper we propose a VDSL system with Zipper duplexing using only CS to reduce hardware complexity (memory and processing delay) required for implementation of CP. It is shown by computer simulation that the proposed approach has the same capacity under typical channel environments as the previous Zipper-based VDSL system using both CP and CS. even with a significantly lower hardware complexity.

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The Effect on the Extension Distances of Beam-Column Joint with High and Low Strength Concrete (고강도와 보통강도 콘크리트를 사용한 보-기둥 접합부의 내민길이에 따른 구조적 거동)

  • 이광수;안종문;문정일;박희민;장일영;신성우
    • Proceedings of the Korea Concrete Institute Conference
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    • 1992.04a
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    • pp.90-94
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    • 1992
  • ACI318-89 Recommened that when the specified compressive strength of concrete in a column is greater than 1.4 times that specified for a floor system, top surface of the column concrete shall extend 2ft (600mm) into the slab from the face of column to avoid unexpected brittle failure. The major variables are extension distance, compressive strength of concrete (f'c), shear confinement ratio(Vs), and loading types. The test results showed that the load capacity of the specimen subjected to monotonic loading had more than that of the specimen subjected to one way cyclic loadings. The failure models of specimens under cyclic loading were concentrated at 5∼20cm apart region from beam-column joint face. Ducility index(μf) are increased with increasing of shear confinement ratio. The specimen with 2ft extension distance shows more ductility than specimen with lft extension distance.

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Bridging Effect and Fatigue Crack Growth of Silicon Nitride (질화규소의 피로균열진전과 입자가교효과)

  • 유성근
    • Journal of the Korean Ceramic Society
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    • v.33 no.11
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    • pp.1203-1208
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    • 1996
  • Crack growth tests on silicon nitride have been made to clarify the crack growth characteristics under static and cyclic loading. Under constant K(K: stress intensity factor) static loading the crack growth rate in silicon nitride decreases with increasing crack extension and is finally arrested. The cack growth resistiance is largely reduced by the application of stress cycling and though the crack growth resistiacne increases with increasing of crack extension the increasing rate is much smaller under cyclic loading than under static loading.

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Effect of Strain Path on Lattice Strain Evolution during Monotonic and Cyclic Tension of Magnesium Alloy

  • Yoon, Cheol;Gharghouri, Michael A.;Lee, Soo Yeol
    • Korean Journal of Materials Research
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    • v.25 no.5
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    • pp.221-225
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    • 2015
  • In-situ neutron diffraction has been employed to examine the effect of strain path on lattice strain evolution during monotonic and cyclic tension in an extruded Mg-8.5wt.%Al alloy. In the cyclic tension test, the maximum applied stress increased with cycle number. Lattice strain data were acquired for three grain orientations, characterized by the plane normal to the stress axis. The lattice strain in the hard {10.0} orientation, which is unfavorably oriented for both basal slip and {10.2} extension twinning, evolved linearly throughout both tests during loading and unloading. The {00.2} orientation exhibited significant relaxation associated with {10.2} extension twinning. Coupled with a linear lattice strain unloading behavior, this relaxation led to increasingly compressive residual strains in the {00.2} orientation with increasing cycle number. The {10.1} orientation is favorably oriented for basal slip, and thus showed a soft grain behavior. Microyielding occurred in the monotonic tension test and in all cycles of the cyclic test at an applied stress of ~50 MPa, indicating that strain hardening in this orientation was not completely stable from one cycle to the next. The lattice strain unloading behavior was linear in the {10.1} orientation, leading to a compressive residual strain after every cycle, which, however, did not increase systematically from one cycle to the next as in the {00.2} orientation.

A Cyclic Subnormal Completion of Complex Data

  • Jung, Il Bong;Li, Chunji;Park, Sun Hyun
    • Kyungpook Mathematical Journal
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    • v.54 no.2
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    • pp.157-163
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    • 2014
  • For a finite subset ${\Lambda}$ of $\mathbb{N}_0{\times}\mathbb{N}_0$, where $\mathbb{N}_0$ is the set of nonnegative integers, we say that a complex data ${\gamma}_{\Lambda}:=\{{\gamma}_{ij}\}_{(ij){\in}{\Lambda}}$ in the unit disc $\mathbf{D}$ of complex numbers has a cyclic subnormal completion if there exists a Hilbert space $\mathcal{H}$ and a cyclic subnormal operator S on $\mathcal{H}$ with a unit cyclic vector $x_0{\in}\mathcal{H}$ such that ${\langle}S^{*i}S^jx_0,x_0{\rangle}={\gamma}_{ij}$ for all $i,j{\in}\mathbb{N}_0$. In this note, we obtain some sufficient conditions for a cyclic subnormal completion of ${\gamma}_{\Lambda}$, where ${\Lambda}$ is a finite subset of $\mathbb{N}_0{\times}\mathbb{N}_0$.

An elastoplastic bounding surface model for the cyclic undrained behaviour of saturated soft clays

  • Cheng, Xinglei;Wang, Jianhua
    • Geomechanics and Engineering
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    • v.11 no.3
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    • pp.325-343
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    • 2016
  • A total stress-based bounding surface model is developed to predict the undrained behaviour of saturated soft clays under cyclic loads based on the anisotropic hardening modulus field and bounding-surface theories. A new hardening rule is developed based on a new interpolation function of the hardening modulus that has simple mathematic expression and fewer model parameters. The evolution of hardening modulus field is described in the deviatoric stress space. It is assumed that the stress reverse points are the mapping centre points and the mapping centre moves with the variation of loading and unloading paths to describe the cyclic stress-strain hysteresis curve. In addition, by introducing a model parameter that reflects the accumulation rate and level of shear strain to the interpolation function, the cyclic shakedown and failure behaviour of soil elements with different combinations of initial and cyclic stresses can be captured. The methods to determine the model parameters using cyclic triaxial compression tests are also studied. Finally, the cyclic triaxial extension and torsional shear tests are performed. By comparing the predictions with the test results, the model can be used to describe undrained cyclic stress-strain responses of elements with different stress states for the tested clays.

DFT FOR CYCLIC CODE OVER $F_p + uF_p +... + u^{k-l}F_p$

  • Qian Jian-Fa;Zhang Li-Na;Zhu Shi-Xin
    • Journal of applied mathematics & informatics
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    • v.22 no.1_2
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    • pp.159-167
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    • 2006
  • The transform domain characterization of cyclic codes over finite fields using Discrete Fourier Transform(DFT) over an appropriate extension field is well known. In this paper, we extend this transform domain characterization for cyclic codes over $F_p + uF_p +... + u^{k-l}F_p$. We give a way to characterize cyclic codes over $F_p + uF_p +... + u^{k-l}F_p$ by Mattson-Solomon polynomials and multiple defining sets.

Frequency Offset Correction Scheme for an OFDM-Based Mobile Communication System (OFDM 통신 시스템에서의 주파수 오차 보상 방안)

  • Kim, Sung-Won;Kim, Jin-Young
    • Proceedings of the IEEK Conference
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    • 2006.06a
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    • pp.195-196
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    • 2006
  • Frame synchronization is an critical factor for an effective operation of OFDM (orthogonal frequency division multiplexing) based communication systems. In this paper, we present and analyze an efficient frame synchronization method based on m-sequence for OFDM-based mobile multimedia communication systems. The cyclic extension preceding OFDM frames is of decisive importance for this method. The m-sequence is added directly to cyclic extension signal in the time domain. By utilizing the autocorrelation characteristics of m-sequence, efficient frame synchronization can be achieved. And we also consider frequency offset estimation simultaneously. The proposed frame synchronization method can be applied to the OFDM-based mobile multimedia communication systems.

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RESTRICTION OF SCALARS AND CUBIC TWISTS OF ELLIPTIC CURVES

  • Byeon, Dongho;Jeong, Keunyoung;Kim, Nayoung
    • Journal of the Korean Mathematical Society
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    • v.58 no.1
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    • pp.123-132
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    • 2021
  • Let K be a number field and L a finite abelian extension of K. Let E be an elliptic curve defined over K. The restriction of scalars ResKLE decomposes (up to isogeny) into abelian varieties over K $$Res^L_KE{\sim}{\bigoplus_{F{\in}S}}A_F,$$ where S is the set of cyclic extensions of K in L. It is known that if L is a quadratic extension, then AL is the quadratic twist of E. In this paper, we consider the case that K is a number field containing a primitive third root of unity, $L=K({\sqrt[3]{D}})$ is the cyclic cubic extension of K for some D ∈ K×/(K×)3, E = Ea : y2 = x3 + a is an elliptic curve with j-invariant 0 defined over K, and EaD : y2 = x3 + aD2 is the cubic twist of Ea. In this case, we prove AL is isogenous over K to $E_a^D{\times}E_a^{D^2}$ and a property of the Selmer rank of AL, which is a cubic analogue of a theorem of Mazur and Rubin on quadratic twists.