• 한국통신학회논문지
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• 제27권1A호
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• pp.42-50
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• 2002

본 논문에서는 소수 p에 대해 이상적인 자기상관특성을 갖는 p진 d-동차시퀀스를 발생시키기 위한 생성방법을 제안하고 Helleseth와 Kumar, Martinsen이 찾아낸 3진 d-동차시퀀스를 이용한 이상적인 자기상관특성을 갖는 3진 d-동차시퀀스를 소개하였다. p진 확장시퀀스(기하시퀀스의 특별한 경우)의 방생 방법과 p진 d-동차시퀀스의 발생방법을 조합하면 이진과 p진 확장 시퀀스, d-동차시퀀스 모두를 포함하는 매우 일반적인 행태의 이상적인 자기상관 특성을 갖는 p진 통합(확장 d-동차)시퀀스의 발생 방법을 제안하였다. 또한, Helleseth와 Kumar, Martinsen이 발견한 이상적인 자기상관특성을 갖는 3진 시퀀스로부터, 이상적인 자기상관특성을 갖는 3진 통합시퀀스를 생성하였다.

• 한국통신학회논문지
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• 제25권6B호
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• pp.1136-1142
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• 2000

In this paper, we present a construction for binary sequences {s(t)} of period N= \ulcorner-1 for an odd prime \ulcornerbased on the polynomial (z+1)d+az d +b, and discuss them in some cases of parameters p, m, d, a and b. We show that new sequences from our construction are balanced or almost balanced, and have optimal three-level autocorrelation. We also derive the distribution of autocorrelation values they take on. The sequences satisfy constant-on-the-coset property, and we will show that there are more than one characteristic phases with constant-on-the-coset property. Some other interesting properties of these sequences will be presented. Results of an extensive computer search are summarized.

• 한국통신학회논문지
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• 제22권3호
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• pp.557-561
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• 1997

In this paper, we present three new classes of binary pseudorandom sequences of period ${2_n}-1$ with ideal autocorrelation. These sequences are newly found by an extensive computer search, and the conjectures on the construction of these sequences are formulated. We also classify the binary sequences of period ${2_n}-1$ with ideal autocorrelation, and enumerate them.

• 한국안전학회지
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• 제22권6호
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• pp.55-62
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• 2007

The structural safety of long span bridges such as suspension bridges is smaller under the construction stage than in the completion. But the importance of construction sequences has been neglected in most of safety check programs. On this study is developed the structural analysis method of suspension bridges considering construction sequences and structural analyses are performed by step by step during construction. This can be used to determine the safest erection method. The results shows that the more critical structural behavior appears under construction than after completion.

• 대한전자공학회논문지TC
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• 제45권7호
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• pp.17-21
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• 2008

이진 pseudo-random 시퀀스를 갖는 q-ary M-sequence는 많은 적용 분야에 사용할 수 있는 유리한 특성을 가지고 있다. 본 논문은 유한장 $F_q$의 덧셈 특성을 이용하여 q-ary M-sequence 원소의 시프트로 재킷 행렬의 새로운 계열을 설계하고 있다. 또한, 이진 PN-시퀀스로부터 기존의 하다마드 행렬을 얻는 방법을 일반화하였고, 제안한 방법으로 q-ary M-sequence에 근거한 재킷행렬을 보인다.

• Journal of Electrical Engineering and information Science
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• 제2권6호
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• pp.217-222
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• 1997

Recently, No et al. presented a new construction of binary sequences with ideal autocorrelation property. In this paper, we applied this method into some of the well-known binary sequences with ideal autocorrelation, and the results are described in detail. First, the GMW sequences are shown to be a natural extension of m-sequences with respect to this method. Second, new binary sequences with ideal autocorrelation property are explicitly constructed from Legendre sequences, Hall's sextic residue sequences, and other known sequences of miscellaneous type.

• 대한수학회지
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• 제48권2호
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• pp.383-395
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• 2011

We present two constructions of Toeplitz sequences with an intermediate complexity function by using the generalized Oxtoby sequence. In the first one, we use the blocks from the infinite sequence, which has entropy dimension $\frac{1}{2}$. The second construction provides the Toeplitz sequences which have various entropy dimensions.

• 한국안전학회지
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• 제16권4호
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• pp.123-127
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• 2001

Numerous PSC bridges are stregthened by the combined use of continuity of simple spans and addition of external prestressing. In this case prestressing sequences should be carefully checked due to the effect on the stress and camber of girders and slab. Various prestressing sequences were applied in this field test and measured values were analysed. This results show that preatressing sequences affact the stress and deflection of bridge members, so the prestressing sequence should be considered at the desist and construction stages of deteriorated bridges.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2005년도 춘계 학술발표회 논문집
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• pp.167-174
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• 2005

Through time-dependent analyses of RC bridges constructed by a movable scaffolding system (MSS) considering the construction sequence and creep deformation of concrete, structural responses related to the member forces are reviewed. On the basis of the compatibility condition and equilibrium equation at every construction stage, basic equations that can describe the moment variation with time in movable scaffolding construction are derived. By using the introduced relations, the design moment and its variation over time can easily be obtained with only the elastic analysis results and without additional time-dependent analyses considering the construction sequences. In addition, the design moments determined by the introduced equations are compared with the results from a rigorous numerical analysis with the objective of establishing the relative efficiencies of the introduced equations.

• Steel and Composite Structures
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• 제6권2호
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• pp.123-138
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• 2006

This paper proposes a model for the analysis of the construction sequences of steel-concrete composite decks in which the slab is cast-in-situ for segments. The model accounts for early age shrinkage, such as thermal and endogenous shrinkage, drying shrinkage, tensile creep effects and the complex sequences of loading due to pouring of the different slab segments. The evolution of the structure is caught by suitably defining the constitutive relationships of the concrete and the steel reinforcements. The numerical solution is obtained by means of a step-by-step procedure and the finite element method. The proposed model is then applied to a composite deck in order to show its potential.