• 제목/요약/키워드: 연속구조

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Information Modeling of Railway Track using Information Iinkage of Railway Alignment and Alignment-based Objects (철도 선형중심의 객체 정보연계를 통한 철도 궤도부 정보모델 생성 방안)

  • Kwon, Tae Ho;Park, Sang I.;Shin, Min Ho;Lee, Sang-Ho
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.30 no.6
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    • pp.507-514
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    • 2017
  • As BIM has been widely used in the field of architecture, efforts to apply BIM to civil engineering structures are increasing rapidly. Since commercial BIM softwares are focused on building structure, it is difficult to apply to alignment-based civil infrastructures. In this study, we proposed a method to generate an information model that reflects cant by sharing information between alignment-centered modeling tools and BIM authoring tools to manage information of railway track. The railway track modeling process consists of classifying structures into continuous and non-continuous structures, creating continuous structures by alignment-centered modeling tools, and using the shared alignment information to generate information model of the non-continuous structures. Non-continuous structures were generated by an algorithm that calculates the position and rotation information of each structure based on discretized railway alignment and cant information transmitted to the BIM authoring tools. The availabilities of proposed method were studied by applying to the osong test-line. Using the test model, it was shown that the objects were identified, the properties were extracted, and the quantities of each structure were calculated.

A Study on Hybrid Structure of Semi-Continuous HMM and RBF for Speaker Independent Speech Recognition (화자 독립 음성 인식을 위한 반연속 HMM과 RBF의 혼합 구조에 관한 연구)

  • 문연주;전선도;강철호
    • The Journal of the Acoustical Society of Korea
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    • v.18 no.8
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    • pp.94-99
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    • 1999
  • It is the hybrid structure of HMM and neural network(NN) that shows high recognition rate in speech recognition algorithms. And it is a method which has majorities of statistical model and neural network model respectively. In this study, we propose a new style of the hybrid structure of semi-continuous HMM(SCHMM) and radial basis function(RBF), which re-estimates weighting coefficients probability affecting observation probability after Baum-Welch estimation. The proposed method takes account of the similarity of basis Auction of RBF's hidden layer and SCHMM's probability density functions so as to discriminate speech signals sensibly through the learned and estimated weighting coefficients of RBF. As simulation results show that the recognition rates of the hybrid structure SCHMM/RBF are higher than those of SCHMM in unlearned speakers' recognition experiment, the proposed method has been proved to be one which has more sensible property in recognition than SCHMM.

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Gradation and Transport Characteristics of Bed Materials in Pool-Riffle Sequence in the Gap Stream, Korea (갑천의 웅덩이-여울 연속구조에서 하상토의 입도 및 이동 특성)

  • Choi, Sung-Uk;Bae, Hye-Deuk
    • Journal of Korea Water Resources Association
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    • v.44 no.1
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    • pp.65-72
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    • 2011
  • Natural streams meander, forming pools at the outer part of bend and riffles at the crossing. Pools are deep at a lower flow velocity, and riffles are shallow at a higher flow velocity. Attentions are being paid to pool-riffle sequences in meandering streams because pool-riffle sequences tend to increase biodiversity of the stream ecosystem. This study investigates the characteristics of distribution of bed sediment particles in the upstream reach of the Gap Stream, which is a tributary of the Geum River in Korea. The upstream part of the Gap Stream, the study reach, is a gravel-bed stream, showing a pool and three riffles due to meandering. The reach also includes pools at the upstream and downstream parts of the weir. The characteristics of bed sediment particles sampled at the wetland and in the side channel are studied, revealing that the median particle diameter in the riffle is about four times larger than that in the pool. In addition, flow simulations are carried out for ordinary discharge and design flood, and such parameters important to sediment transport as velocity, shear stress, dimensionless shear stress (or Shields number), and dimensionless shear velocity are provided to see the mobility of sediment particles in the pool-riffle sequence.

콘크리트 충진 베드를 적용한 초정밀 무심 연삭기의 구조 특성 해석

  • 김석일;조재완
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2004.05a
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    • pp.318-318
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    • 2004
  • 원통 연삭기(cylindrical grinding machine)는 원통형 공작물을 센터나 척으로 지지하면서 연삭 공정을 수행하기 때문에 연속적인 작업이 어렵지만, 무심 연삭기(centerless grinding machine)는 원통형 공작물을 받침판으로 지지하면서 연삭 숫돌(grinding wheel)과 조정 숫돌(regulating wheel)로 연삭 공정과 축방향 이송을 동시에 수행하기 때문에 연속적인 작업이 가능하다. 특히 고정밀 부품을 작업자의 숙련도와 무관하게 고능률적으로 가공할 수 있는 무심 연삭기는 구름 베어링, 축, 피스톤 핀 등과 같은 고정밀 기계류 부품들을 대량 연삭하기 위한 용도로 많이 사용되어 왔다.(중략)

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Seismic Analysis of the Multi-Span Continuous Bridge Considering the Friction of the Expansion Bearings (가동받침 마찰을 고려한 다경간 연속교의 내진 해석)

  • Juhn, Gui Hyun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.14 no.1
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    • pp.63-70
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    • 1994
  • This study presents the nonlinear dynamic analysis method of the multi-span continuous bridge considering the friction of the expansion bearings. Also the numerical analysis is performed for estimating the effect of the friction on the seismic response of the multi-span continuous bridge under the longitudinal ground motion compatible to Korean bridge design response spectra. It is found that even small friction coefficient of the expansion bearings has significant effect on reducing the superstructure displacement due to energy dissipation and distributing the inertia force of the superstructure to the substructures due to frictional force. It is observed that such favorable friction effects increase as the friction coefficient increases and the magnitude of the ground motion decreases. Therefore, the friction of the expansion bearings can be effectively used for the safe and economic design of the continuous span bridge with many spans and large superstructure weight under the small to medium scale longitudinal ground motions.

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A Study of the Tendon Profile of a PSC Continuous Beam Able to Resist the Negative Bending Moment of Continuous Intergirders (거더 연속부의 부모멘트 제어에 효과적인 PSC 연속보의 텐던 배치에 관한 연구)

  • Kim, Eui Hun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.41 no.6
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    • pp.617-625
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    • 2021
  • The problems associated with the continuous method of a domestically improved prestressed concrete (PSC) girder and the bending moment of a continuous tendon were studied. Based on the results, a continuous tendon model was proposed that can resist the negative bending moment of an intergirder. This model lowers the anchorage of the continuous tendon as far as possible under the girder, and extends the tendon section arranged under the girder. This method reduces the PS's bending moment in the middle of the span, but maximizes it in the intergirder. This continuous tendon model can offer a suitable method for continuity before manufacturing a composite, which requires a higher design bending moment in the intergirder than in the middle of the span.

Damage Evaluation of a Structure Using Continuous Wavelet Transform (연속웨이블렛 변환을 이용한 구조물의 손상도 평가)

  • Kim, Han-Sang;Kim, Hyun-Su
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.12 no.6
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    • pp.140-146
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    • 2008
  • The damage evaluation method for framed structures using continuous wavelet transform (CWT) is proposed. CWT is applied to the response acceleration of a structure subjected to earthquake load to decompose the response acceleration corresponding to each scale, then the normalized energy value for each scale is calculated. The difference between the normalized energy curvature (NEC) in each node before and after damage indicates a damaged element, which makes it possible to assess the soundness of structural elements. As damage becomes more severe the difference in normalized energy curvature becomes larger. The NEC calculated from the signal corresponding to high scale in CWT analysis is found to be a good index that shows the location and severity of damage.

Effective Length Factors for Continuous Compression Members (연속 압축재의 유효길이 계수)

  • Choi, An-Ki;Song, Sang-Yong;Lee, Soo-Gon
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2003.04a
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    • pp.219-226
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    • 2003
  • 보 유사법을 이용하여 연속 압축재의 유효길이 계수를 각 경간별로 결정하는 방법을 제안한다. 제안하는 보 유사법은 4가지 단계로 요약할수 있는데 그 첫 단계는 주어진 압축재를 이것과 동일한 단면성능 및 경간을 갖는 연속보로 치환하는 것이다. 제 2단계에서는 연속보 각 경간의 중앙에 가상 집중 횡하중을 작용시킨 후 이로 인한 지점들에서의 재단 moment를 계산한다. 이때 각 경간중앙의 가상 집중 횡하중 방향은 좌굴 mode를 고려하여 교호로 바뀌도록 한다. 제 3단계에서는 또 하나의 제안식과 재단 모멘트를 이용하여 Kinney의 부분 고정도를 결정한다. 최종단계에서는 부분 고정도를 이용하여 유효길이를 각 경간별로 산정 한다. 제안한 방법은 다 경간 압축재에서 어느 경간이 맨 먼저 좌굴을 일으키는지 또한 이때의 임계하중은 어떤 값을 갖는지를 예측하게 한다.

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A Study on Recognition of Korean Continuous Speech using Discrete Duration CHMM. (이산 시간 제어 CHMM을 이용한 한국어 연속 음성 인식에 관한 연구)

  • 김상범
    • Proceedings of the Acoustical Society of Korea Conference
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    • 1994.06c
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    • pp.368-372
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    • 1994
  • 확률적 모델을 이용한 HMM 으로 한국어 연속 음성 인식시스템을 구성하였다. 학습 모델로서는 양자화 DCK가 없는 연속출력 확률밀도를 사용한 연속출력 확률분포 HMM과 과도 구간 및 정상 구간의 시간구조를 충분히 BYGUS할 수 없는 것을 계속시간 확률 파라메터를 추가하여 보완한 이산 지속시간 제어 연속출력 확률분포 HMM을 이용하였다. 인식 알고리즘은 시계열 패턴의 시간축상에서의 비선형 신축을 고려한 에 매칭으로서, 음절의 경계를 자동으로 검출하는 O에을 이용하였다. 실험에서 사용된 연속음성데이타는 4연 숫자음과 연속음성 10문장으로 하였다. 인식 실험 결과 4연 숫자음에서 CHMM은 80.7%, DDCHMM은 92.9%의 인식률을 얻었고, 신문 사설에서 발췌한 연속 음성문장의 경우 CHMM 54.2%, DDCHMM에서는 68.9%을 얻어, 시간장 제어를 고려한 DDCHMM이 CHMM보다 SHB은 인식률을 얻었다.

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