• Title/Summary/Keyword: 연속

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A Study on Determining Syllable Length of Connected Spoken Digits (연속 숫자음의 음절구간 검출)

  • 김득수
    • Proceedings of the Acoustical Society of Korea Conference
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    • 1998.06d
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    • pp.76-79
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    • 1998
  • 본 논문은 한국어 숫자를 연속적으로 또박또박 발음한 음성의 음절 구간 검출에 관한 내용이며 음절의 최소구간 및 스펙트럼 에너지를 이용하여 연속 음성에서 구간 검출 알고리즘을 제안한다. 숫자음 11개를 연속으로 발성하여 음절 구간을 검출하며 결정된 구간과 수작업으로 한 음절구간을 비교한다. 음절시작점인 경우에는 수작업시단과 동일하거나 항상 전방향이며 종단인 경우에는 92% 데이터가 $\pm$1 프레임내에 존재하며 제안된 알고리즘이 실용성이 있음을 보인다.

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Extension CM Toolkit for Discrete Media Processing (불연속미디어 처리를 위한 CM Toolkit의 확장)

  • Kim, Yong-Dae
    • The KIPS Transactions:PartB
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    • v.8B no.1
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    • pp.81-88
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    • 2001
  • 분산 멀티미디어 시스템의 기본적인 요구 사항은 비디오와 오디오 같은 연속미디어의 생성 그리고 검색 시점에서 표현 시점까지의 엄격한 지연과 지터를 요구하는 인트라 미디어 동기화와 다수의 연속 미디어 스트림을 병렬로 표현할 때 트랙들간의 상대적 시간 관계에 관한 제한을 만족시키는 인터미디어 동기화를 제공하는 것이다. 본 논문에서는 분산 환경에서 연속미디어를 이용하는 주문형 시스템 개발도구인 버클리 CMT를 텍스트, 이미지, 그래픽 등의 불연속 미디어와 비디오, 오디오 등의 연속 미디어 형태의 멀티미디어 동기화가 가능하도록 확장-CMT를 설계하고, 이를 분산 원격강의 응용에 구현하였다.

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Analysis on Definitions of Continuity Conveyed by School Mathematics and Academic Mathematics (학교수학과 학문수학에서의 연속성 개념 정의의 분석)

  • Kim, Jin Hwan;Park, Kyo Sik
    • Journal of Educational Research in Mathematics
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    • v.27 no.3
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    • pp.375-389
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    • 2017
  • The purpose of this study is to analyze the difference and inter-connectivity between the definition of continuity in school mathematics and the definition of academic mathematics in four perspectives. These difference and inter-connectivity have not analyzed in previous papers. According to this study, the definition of 'continuity and discontinuity at one point' in school mathematics depends on the limit processing but in academic mathematics it depends on the topology of the domain. The target function of the continuous function in school mathematics is a function whose domain is limited to an interval or a union of intervals, but the target function of the continuous function in academic mathematics is all functions. Based on these results, the following two opinions are given in relation to the concept of continuity in school mathematics. First, since the notion of local continuity in school mathematics is based on limit processing, the contents of 2009-revised textbooks that deal with discontinuity at special point not belonging to the domain is appropriate. Here the discontinuity appears as types of infinite discontinuity, removable discontinuity, and step discontinuity. Second, the definition of a general continuous function is proposed to "if there is no discontinuity point in the domain of a function y = f(x), we call the function f a continuous function." This definition allows the discontinuity at special point in non-domain, but is consistent with the definition in academic mathematics.

Designing Knitwear with Aran Motives - In Search of Spatial Continuity Theory with Its Application - (아란모티프를 응용한 니트웨어 디자인 - 공간적 연속성 이론을 중심으로 -)

  • Lee, Yoon-Mee;JeKal, Mee;Jang, Jung-Im;Lee, Youn-Hee
    • Journal of the Korean Society of Clothing and Textiles
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    • v.32 no.12
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    • pp.1971-1980
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    • 2008
  • The purpose of this study is to explore the meaning and depth of traditional knitwears, and to develop knitwear designs by using Aran motif, one of major motifs of traditional knitwears and on the basis of the 'continuance' theory of Henri Bergson and Jill Deleuze. Connectivity, the sense of space and deconstructive fluidity-basic concepts of the continuance theory-are felt in such forms as pleats, origami, and air pumping systems, blob and twisting used in the modem fashion. The motif of Aran knitwear which has a long historical tradition can be reinterpreted in terms of those concepts of the continuance theory. In this study, we designed five pieces of knitwear while applying cable motif, an important motif of Aran knitwear, and the concepts of the continuance theory to them. This study will make a contribution to the designing of knit wears through reinterpretation of a traditional motif in terms of a modem philosophical thought.

A Methodology to Formulate Stochastic Continuum Model from Discrete Fracture Network Model and Analysis of Compatibility between two Models (개별균열 연결망 모델에 근거한 추계적 연속체 모델의 구성기법과 두 모델간의 적합성 분석)

  • 장근무;이은용;박주완;김창락;박희영
    • Tunnel and Underground Space
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    • v.11 no.2
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    • pp.156-166
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    • 2001
  • A stochastic continuum(SC) modeling technique was developed to simulate the groundwater flow pathway in fractured rocks. This model was developed to overcome the disadvantageous points of discrete fracture network(DFN) modes which has the limitation of fracture numbers. Besides, SC model is able to perform probabilistic analysis and to simulate the conductive groundwater pathway as discrete fracture network model. The SC model was formulated based on the discrete fracture network(DFN) model. The spatial distribution of permeability in the stochastic continuum model was defined by the probability distribution and variogram functions defined from the permeabilities of subdivided smaller blocks of the DFN model. The analysis of groundwater travel time was performed to show the consistency between DFN and SC models by the numerical experiment. It was found that the stochastic continuum modes was an appropriate way to provide the probability density distribution of groundwater velocity which is required for the probabilistic safety assessment of a radioactive waste disposal facility.

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Structural Behavior of Concrete Girder Continuous Bridges Strengthened with External Tendons Considering the Efficiency at Negative Moment Region (부모멘트부의 효율성을 고려한 외부강선으로 보강된 콘크리트 거더 연속교의 거동)

  • Han, Man-Yop;Cho, Byeong-Du;Jeon, Se-Jin
    • Journal of the Korea Concrete Institute
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    • v.25 no.5
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    • pp.555-564
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    • 2013
  • An effective method was proposed in this study which can improve the strengthening effect of continuous girder bridges by external tendons. The improvement of the proposed strengthening method in comparison with conventional methods was analyzed by applying equivalent load concept. In order to verify the strengthening effect, the enhancement of load-carrying capacity achieved by external prestressing was investigated through the test of continuous beams that were or were not strengthened by the external prestressing. The continuous beams were fabricated by making the deck slab continuous according to general construction practice of an actual concrete girder bridge. The test results showed that the deflections and strains of the strengthened beam were significantly reduced when comparing with those of the non-strengthened beam for the same level of external loads, and the stiffness of the member increased by strengthening. In particular, it was verified that the proposed method can effectively reduce the tensile stresses of the deck caused by negative moment at the intermediate supports of a continuous bridge.

Reliable Continuous Object Detection Scheme in Wireless Sensor Networks (무선 센서 네트워크에서 신뢰성 있는 연속 개체 탐지 방안)

  • Nam, Ki-Dong;Park, Ho-Sung;Yim, Young-Bin;Oh, Seung-Min;Kim, Sang-Ha
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.35 no.12A
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    • pp.1171-1180
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    • 2010
  • In wireless sensor networks, reliable event detection is one of the most important research issues. For the reliable event detection, previous works usually assume the events are only individual objects such as tanks and soldiers. Recently, many researches focus on detection of continuous objects such as wild fire and bio-chemical material, but they merely aim at methods to reduce communication costs. Hence, we propose a reliable continuous object detection scheme. However, it might not be trivial. Unlike individual objects that could be referred as a point, a continuous object is shown in a dynamic two-dimensional diagram since it may cover a wide area and it could dynamically alter its own shape according to physical environments, e.g. geographical conditions, wind, and so on. Hence, the continuous object detection reliability can not be estimated by the indicator for individual objects. This paper newly defines the reliability indicator for continuous object detection and proposes an error recovery mechanism relying on the estimation result from the new indicator.

Girder Distribution Factors for Continuous Steel Girder Bridges (강거더 연속교의 횡방향 활하중분배계수 검증)

  • Eom, Jun-Sik
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.9 no.3
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    • pp.151-160
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    • 2005
  • Current bridge design codes do not clearly specify the girder distribution factors for continuous bridges. The objective of the paper is to validate the use of code-specified girder distribution factors for the continuous steel girder bridges, and to provide a basis for recommended girder distribution factors (GDF) for interior girders, suitable for evaluation of existing continuous steel girder bridges. This paper presents the procedure and results of 3-dimensional finite element analysis that were performed on five of continuous steel girder bridges to verify girder distribution factors. The analysis results showed that the live load moment distribution at the negative moment region is very similar to those at the positive moment region in continuous steel girder bridges. It was also found that the GDF's based on the strain values are similar to those based on the deflection. GDF's based on the deflection show marginally better distribution. The analysis results confirmed that the code specified GDF's for continuous steel girder birdges are very conservative.

Studies of Interface Continuity in Isogeometric Structural Analysis for Multi-patch Shell Components (다중 패치 쉘 아이소 지오메트릭 해석의 계면 연속성 검토)

  • Ha, Youn Doh;Noh, Jungmin
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.31 no.2
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    • pp.71-78
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    • 2018
  • This paper presents the assembling of multiple patches based on the single patch isogeometric formulation for the shear deformable shell element given in the previous study. The geometrically exact shell formulation has been accomplished with the shell theory based formulation and the generalized curvilinear coordinate system directly derived from the given NURBS geometry. For the knot elements matching across adjacent surfaces, the zero-th and first parametric continuity conditions are considered and the corresponding coupling constraints are implemented by a master-slave formulation between adjacent patches. The constraints are then enforced by a substitution method for condensation of the slave variables, thereby reducing the model size. Through numerical investigations, the important features of the first parametric continuity condition are confirmed. The performance of the multi-patch shell models is also examined comparing the rate of convergence of response coefficients for the zero and first order continuity conditions and continuity in coupling boundary between two patches is confirmed.

Sequential Extraction of Soil Heavy Metals Aided by Ultrasound Sonication (토양 중금속의 초음파 연속추출)

  • Suh, Jj-Won;Yoon, Hye-On
    • Journal of the Mineralogical Society of Korea
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    • v.23 no.1
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    • pp.85-91
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    • 2010
  • The various forms of heavy metals in soil environments have been studied by sequential extraction method. We tested conventional Tessier sequential extraction and new ultrasound-sonication extraction methods, and compared their extraction efficiency. Total As, Cd, Cu, Pb, and Zn contents of the target soil (NIST SRM 2710 Montana Soil), by three methods (USEPA Method 3050B, KBSI Method, and ultrasound-sonication method) were all consistent with the certified values. Sequential extraction efficiency along with step-wise extraction values was similar in both Tessier method and ultrasound-sonication method. The ultrasound-sonication method took about 3 hours to complete whole procedure while the Tessier sequential extraction method took around 12 hours. Ultrasound-sonication method was estimated as one of the best methods with a relatively short application time and no requirement of high temperature treatment.