• Journal of the Korean Data and Information Science Society
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• 제22권4호
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• pp.701-715
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• 2011

초고속 무선인터넷은 무선 인터넷의 전송속도가 약 1Mbps이상을 말하며, HSDPA, WiBro 등으로 이러한 서비스를 제공하고 있다. 본 논문은 초고속 무선인터넷 서비스의 단말기를 폰형과 모뎀형으로 정의하고, 단말기 형태와 이용하는 장소에 따라 어떤 콘텐츠들을 선호하는 지를 분석하는 연구이다. 이를 위해 범주형 자료분석에서 사용하는 수정된 잔차모형과 대응분석, 중대응분석을 이용하였다. 세 가지 모형에 의한 결과가 모두 달랐으며 대응분석과 중대응분석의 일치도는 50%, 수정된 잔차와 대응분석의 일치도는 26.3%, 수정된 잔차와 중대응분석의 일치도는 21.1%를 보였다. 이러한 차이는 수리적 모형의 차이에서 기인하고 있으며, 본 주제에서 추천하는 방법은 수정된 잔차모형이다. 수정된 잔차모형은 선호하는 콘텐츠 뿐 만 아니라 비선호하는 콘텐츠도 알 수 있으며 검정도 가능하다. 분석 대상 10개의 콘텐츠 중 세 방법에 의해 선택되지 않는 콘텐츠는 업무였으며, 나머지 콘텐츠는 적어도 한번은 선택되었다.

• East Asian mathematical journal
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• 제32권5호
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• pp.641-649
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• 2016

In this paper, using three types of conjugations in a bicomplex number filed $\mathcal{T}$, we provide some basic definitions of bicomplex number and definitions of regular functions for each differential operators. And we investigate the corresponding Cauchy-Riemann systems and the corresponding Cauchy theorems in $\mathcal{T}$ in Clifford analysis.

• East Asian mathematical journal
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• 제33권3호
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• pp.309-315
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• 2017

In this paper, we investigate the regularities of the hyper-complex valued functions of the split quaternion variables. We define several differential operators for the split qunaternionic function. We research several left split regular functions for each differential operators. We also investigate split harmonic functions. And we find the corresponding Cauchy-Riemann system and the corresponding Cauchy theorem for each regular functions on the split quaternion field.

• East Asian mathematical journal
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• 제32권3호
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• pp.311-317
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• 2016

In this paper, we investigate several properties of quaternionic functions. We research some dierentials of quaternionic functions, and relations between the dierentials and the corresponding Cauchy Riemann system in Clifford analysis

• Structural Engineering and Mechanics
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• 제17권6호
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• pp.819-828
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• 2004

A new process for estimating the natural frequency and the corresponding damping ratio in large structures is discussed. In a practical situation, it is very difficult to analyze large structures precisely because they are too complex to model using the finite element method and too heavy to excite using the exciting force method; in particular, the measured signals are seriously influenced by ambient noise. In order to identify the structural impulse response associated with the information of natural frequency and the corresponding damping ratio in large structures, the analysis process, a so-called "multiresolution blind system identification algorithm" which combines Mallat algorithm and the bicepstrum method. High time-frequency concentration is attained and the phase information is kept. The experimental result has demonstrated that the new analysis process exploiting the natural frequency and the corresponding damping ratio of structural response are useful tools in structural analysis application.

• 한국항해항만학회지
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• 제34권7호
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• pp.595-601
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• 2010

This paper aims to diagnose the strategy execution ability and to provide corresponding measures for Korean oceanic shipping companies. The analysis method is the t-test between importance awareness and Corresponding ability for strategy execution diagnosis index(XPP). According to the diagnosed results, the strategy development is unsatisfactory because the strategy implemented does not adhere to concurrent environmental change. Moreover, the execution of the strategy is also unsatisfactory. Therefore, an evaluation shows that there is a need for a SWOT analysis using BSC, an organization structure to strengthen the strategy execution ability and the support from the market condition analysis prediction center.

• East Asian mathematical journal
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• 제31권5호
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• pp.667-675
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• 2015

In this paper, we provide some properties of several left regular functions in Clifford analysis. We find the corresponding Cauchy-Riemann system and conjugate harmonic functions of the harmonic functions, for each left regular function in the sense of several complex variables. And we investigate certain properties of generalized quaternions in Clifford analysis.

• Structural Engineering and Mechanics
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• 제51권2호
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• pp.315-331
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• 2014

The present study investigated the effect of the correlation of the measured road roughness profiles corresponding to the left and right wheels of a vehicle on the vibration of a vehicle-bridge coupling system. Four sets of road roughness profiles were measured by a laser road-testing vehicle. A correlation analysis was carried out on the four roughness samples, and two samples with the strongest correlation and weakest correlation were selected for the power spectral density, autocorrelation and cross-correlation analyses. The scenario of a three-axle truck moving across a rigid-frame arch bridge was used as an example. The two selected road roughness profiles were used as inputs to the vehicle-bridge coupling system. Three different input modes were adopted in the numerical analysis: (1) using the measured road roughness profile of the left wheel for the input of both wheels in the numerical simulation; (2) using the measured road roughness profile of the right wheel for both wheels; and (3) using the measured road roughness profiles corresponding to left and right wheels for the input corresponding to the vehicle's left and right wheels, respectively. The influence of the three input modes on the vibration of the vehicle-bridge system was analyzed and compared in detail. The results show that the correlation of the road roughness profiles corresponding to left and right wheels and the selected roughness input mode both have a significant influence on the vibration of the vehicle-bridge coupling system.

• 호남수학학술지
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• 제37권4호
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• pp.569-575
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• 2015

In this paper, we research some properties of quaternionic regular functions in Clifford analysis. We investigate the corresponding Cauchy-Riemann system and find regularities of some hypercomplex valued functions.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.2479-2486
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• 2011

Honam's high speed railway line that was designed as the most suitable with corresponding 350km/h for concrete track will be scheduled train operation in 2015. In this study, It was reviewed the performance level of standardized design section for the soil structure with 350km/h and also analyzed the demand level for roadbed structure corresponding with 400km/h speed up of HSR.