• 제목/요약/키워드: Connection Weight

검색결과 286건 처리시간 0.032초

복합트러스교의 격점구조별 비틀림 거동 (Torsional Behavior of Hybrid Truss Bridge according to Connection Systems)

  • 정광회;이상휴;이종원;최지훈;김장호
    • 콘크리트학회논문집
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    • 제25권1호
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    • pp.63-72
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    • 2013
  • 복합트러스교는 프리스트레스 박스거더교의 복부를 강재 트러스로 대체한 교량으로 자중이 경감되는 구조적 장점과 복부 개방구조로 인한 경관성이 매우 우수하여 최근 들어 많이 사용되고 있다. 이러한 복합트러스교의 핵심기술은 강재 트러스와 콘크리트 슬래브를 연결하는 격점구조이며 지금까지 여러가지 격점구조들이 개발되어 실험적 검증을 통해서 실교량에 적용해 오고 있다. 이러한 격점구조는 격점부 국부적인 거동뿐만 아니라 복합트러스 거더의 휨 및 피로 등 전체적인 거동을 좌우하기 때문에 이에 대한 연구가 계속 진행되고 있다. 한편, 복합트러스 교량의 복부 개방구조는 프리스트레스 박스교량에 비해 비틀림 성능을 저하시키는 단점을 가지고 있어 편심하중을 받는 교량이나 곡선교 등에는 아직까지 적용된 사례가 없다. 따라서 복합트러스교가 보다 널리 사용되기 위해서는 비틀림 거동에 대한 정확한 분석이 필요한 상황이다. 이 연구에서는 복합트러스교의 격점구조 형식에 따른 비틀림 거동 특성을 알아보기 위해서 3가지 형태의 박스형 복합트러스 실험체를 제작하여 비틀림 실험을 수행하고 분석해 보았다.

총폐정맥 환류 이상증에 대한 술후 장기성적 검토 (Long-term Results Following Surgical Repair of Total Anomalous Pulmonary Venous Return)

  • 원태희
    • Journal of Chest Surgery
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    • 제28권6호
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    • pp.565-570
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    • 1995
  • Seventy-three patients with isolated total anomalous pulmonary venous connection the patients associated with other major cardiac anomalies such as single ventricle, DORV[Double Outlet Right Ventricle and large VSD[Ventricular Septal Defect were excluded were underwent surgical repair from January 1980 through October 1993. There were 45 boys and 28 girls. The mean age at operation was 19.9 months[range 6 days to 24 years and mean body weight was 7.1kg[range 2.6kg to 45kg . The anomalous locations of connection were supracardiac in 38, cardiac in 21, infracardiac in 5, and mixed in 9. In 38 patients[52% , the venous drainage was obstructed. The obstruction ratios according to the connection type were as follows: 53%[28/38 in supracardiac, 52%[11/21 in cardiac, 100%[5/5 in infracardiac, 22%[2/9 in mixed type. The associated cardiac anomalies were persistent left SVC[2 , tricuspid valve regurgitation[3 , cor triatriatum[1 , and mitral cleft[1 . And associated noncardiac anomalies were imperforate anus[1 and Neil Weightman syndrome[1 . The operative mortality was 23%. The causes of death were pulmonary hypertensive crisis, perioperative myocardial failure, pneumonia with sepsis, arrhythmia and etc. The statistically significant factors in postoperative mortality were the pulmonary venous obstruction and age [p<0.01 . The operative mortality was high in groups of age under 1 month and pulmonary venous obstruction. The mean follow-up was 27.1 months. There were two late deaths. The first patient was three months old boy with supracardiac type and severe obstructive symptoms. The postoperative echocardiography was showed anastomotic stenosis and reoperations were performed twice but the patients expired due to pneumonia and sepsis. The second patient was three month old boy with supracardiac type and total correction was done and was doing well postoperatively. Eight years later, he expired suddenly due to arrhythmia. But all the other patients were in NYHA Fc I and received no medications. The 5-year survival rate excluding early expired patients is 97.1 $\pm$ 0.03 %. In conclusion, although the operative mortality of total anomalous pulmonary venous connection was relatively high compared to other major cardiac anomalies, we could expect excellent long-term results by early surgical correction.

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FRP바닥판의 연결조건에 따른 정적거동 분석 (A Study of Static Behavior of FRP Bridge Deck Concerning Connection Condition)

  • 용환선;황윤국;경갑수;박용찬
    • 대한토목학회논문집
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    • 제26권4A호
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    • pp.597-604
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    • 2006
  • FRP재료를 이용한 바닥판은 교량생애주기비용 측면에서 재료가 고강도이고 내구성이 우수하여 유지관리를 최소화하고 교체주기가 길게 되므로 경제성이 우수할 것으로 기대되며, 프리캐스트 부재로 가설되므로 시공성이 우수하다. 본 연구에서는 FRP바닥판 시공시 합리적이며 경제적인 강재거더와의 연결방법을 검토하기 위해 연결볼트를 이용한 7가지 기계적 연결지점 조건에 대한 하중재하실험 및 해석을 수행하였다. 실험결과 향후 FRP바닥판과 강재거더 사이의 전단력에 대해 볼트의 강도가 안전측에 있다면 시공시의 효율성 및 경제성을 고려하여 지그재그 체결을 하여도 구조계는 안전할 것으로 평가되었다.

보도교용 복합소재 바닥판의 국부거동시험 (Experiments on Local Behavior of GFRP Composite Deck for Pedestrian Bridges)

  • 나두훈;홍기증;이성우
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2008년도 정기 학술대회
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    • pp.84-89
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    • 2008
  • Glass fiber reinforced composite decks have high-strength, light-weight and high durability. The composite decks having vertical snap-fit connections are designed for pedestrian bridges and their structural behavior are studied. Especially in this paper, local behavior of the developed composite deck for pedestrian bridge is verified by both analysis and experiment.

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A Study on IFGP Model for Solving Multiobjective Quality Management under Fuzzy Condition

  • Cheong, Jong Shik;Pak, Pyong Ki
    • 품질경영학회지
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    • 제21권2호
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    • pp.194-214
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    • 1993
  • This paper purports to study on interactive fuzzy goal programming model which leads to the compromise solution which the decision maker satisfies through the interactive approach. We also attempted to calculate local proxy preference function from utility function of sum-of-logarithms in connection with marginal rate of substitution and interactive approach for the purpose of applying weight of multiobjective function. In an attempt to grasp compromise solution from fuzzy efficient solution, we decided to take the interactive method and presented stopping rule for this.

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통신용 정류시설의 기술적 동향에 관한 연구 (A Study on Technical Trends in Telecom Rectifier Plant)

  • 김만고
    • Journal of Advanced Marine Engineering and Technology
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    • 제21권3호
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    • pp.278-283
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    • 1997
  • The rectifier is the main element in the telecom DC power system. This paper investigates the advantages and disadvantages of three rectifier techniques ; thyristor, ferro - resonant, and switched - mode. Compared with other techniques, the switched - mode rectifier tech¬nique offers several advantages such as higher efficiency, smaller size and weight, and lower audible noise. Technical requirements in telecom rectifier plant are also described. Finally, the future trends in telecom powering are discussed in connection with the advance oftelecom net¬works.

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인공 신경망의 학습에 있어 가중치 변화방법과 은닉층의 노드수가 예측정확성에 미치는 영향 (The Influence of Weight Adjusting Method and the Number of Hidden Layer있s Node on Neural Network있s Performance)

  • 김진백;김유일
    • 한국정보시스템학회지:정보시스템연구
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    • 제9권1호
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    • pp.27-44
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    • 2000
  • The structure of neural networks is represented by a weighted directed graph with nodes representing units and links representing connections. Each link is assigned a numerical value representing the weight of the connection. In learning process, the values of weights are adjusted by errors. Following experiment results, the interval of adjusting weights, that is, epoch size influenced neural networks' performance. As epoch size is larger than a certain size, neural networks'performance decreased drastically. And the number of hidden layer's node also influenced neural networks'performance. The networks'performance decreased as hidden layers have more nodes and then increased at some number of hidden layer's node. So, in implementing of neural networks the epoch size and the number of hidden layer's node should be decided by systematic methods, not empirical or heuristic methods.

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탄성채널을 이용한 석고보드 건식벽체의 저주파 대역 차음성능 개선 (Improvement of Sound Insulation at Low Frequencies Using Resilient Channel)

  • 김경호;전진용
    • 한국소음진동공학회논문집
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    • 제27권1호
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    • pp.94-99
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    • 2017
  • Breaking the rigid connection between the two faces of the wall can significantly improve the sound transmission loss of the wall. This is usually achieved by resiliently mounting the gypsum board on one of the two faces of the wall using resilient channel. Resilient channel with less stiffness than that of air cavity could move the resonance frequency of the light-weight wall. So we can get higher sound transmission loss at low frequencies for light-weight wall using resilient channel. It's sound transmission loss is 17 dB higher than that of single stud wall, and 5 dB higher than that of double stud wall.

Optimum design of composite steel frames with semi-rigid connections and column bases via genetic algorithm

  • Artar, Musa;Daloglu, Ayse T.
    • Steel and Composite Structures
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    • 제19권4호
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    • pp.1035-1053
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    • 2015
  • A genetic algorithm-based minimum weight design method is presented for steel frames containing composite beams, semi-rigid connections and column bases. Genetic Algorithms carry out optimum steel frames by selecting suitable profile sections from a specified list including 128 W sections taken from American Institute of Steel Construction (AISC). The displacement and stress constraints obeying AISC Allowable Stress Design (ASD) specification and geometric (size) constraints are incorporated in the optimization process. Optimum designs of three different plane frames with semi-rigid beam-to-column and column-to-base plate connections are carried out first without considering concrete slab effects on floor beams in finite element analyses. The same optimization procedures are then repeated for the case of frames with composite beams. A program is coded in MATLAB for all optimization procedures. Results obtained from the examples show the applicability and robustness of the method. Moreover, it is proved that consideration of the contribution of concrete on the behavior of the floor beams enables a lighter and more economical design for steel frames with semi-rigid connections and column bases.

최적화된 신경회로망을 이용한 동적물체의 비주얼 서보잉 (Visual servoing of robot manipulators using the neural network with optimal structure)

  • 김대준;전효병;심귀보
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1996년도 한국자동제어학술회의논문집(국내학술편); 포항공과대학교, 포항; 24-26 Oct. 1996
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    • pp.302-305
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    • 1996
  • This paper presents a visual servoing combined by Neural Network with optimal structure and predictive control for robotic manipulators to tracking or grasping of the moving object. Using the four feature image information from CCD camera attached to end-effector of RV-M2 robot manipulator having 5 dof, we want to predict the updated position of the object. The Kalman filter is used to estimate the motion parameters, namely the state vector of the moving object in successive image frames, and using the multi layer feedforward neural network that permits the connection of other layers, evolutionary programming(EP) that search the structure and weight of the neural network, and evolution strategies(ES) which training the weight of neuron, we optimized the net structure of control scheme. The validity and effectiveness of the proposed control scheme and predictive control of moving object will be verified by computer simulation.

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