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Construction Stage Analysis of Extradosed PSC Box Bridges (Extradosed PSC Box 교의 시공단계해석)

  • 윤군진;이완수;이종신;김성찬
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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    • pp.347-354
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    • 2001
  • Extradosed PSC Box bridges, newly emerging type of structures in construction market, have a characteristic in that external tendons are used for strengthening PSC Box girder like stay cables in cable stayed bridges. In this study, a series of constructions stage analysis procedure, including initial shape analysis, backward analysis and forward analysis, have been performed in order to investigate long-term behavior of extradosed PSC box bridges, using PCCAP-a computer program for time-dependent stage analysis of PSC cable stayed bridges. CEB-FIP 1978 model was used for the consideration of time-dependent effect of concrete material. Showing the validity of the analysis results with RM SPACE FRAME, it has been confirmd that time-dependent effects become less consequential as the stiffness of girder becomes larger.

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A study on the ZVT method of high frequency DC-DC converter (ZVT방식 고주파 DC-DC 콘버어터 개발에 관한 연구)

  • Kye, Moo-Ho;Joe, Kee-Yeon;Hong, Sung-Chul;Kim, Sung-Chul
    • Proceedings of the KIEE Conference
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    • 1994.07a
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    • pp.345-347
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    • 1994
  • It is importent to have the switching frequency of power supplies increase in order to reduce their size and weight. But according to increasing the switching frequency, there are several defacts - that is switching losses, high voltage/current stresses and conduction losses and so on. That's why soft switching method was proposed. This paper presents the simulation and analysis of the new proposed Full bridge Zero-Voltage-Transition PWM DC-DC converter for developing that unit. This circuit doesen't increase the voltage and current stresses of main MOSFET switches. Voltage type quasi-resorent method is applied and expected high effenciency. Switching frequency is 100KHz and main switches are MOSFET.

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Selection of Convenient Route for Welfare-type Community Bus in Nagasaki City by Using GIS

  • Imaoka Yoshiko;Yugeta Syouhei;Gotoh Keinosuke
    • Proceedings of the KSRS Conference
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    • 2004.10a
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    • pp.347-350
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    • 2004
  • The objective of this study is to discuss the future trend of the community bus. In doing so, we have selected Nagasaki City of Japan. Geographic Information Systems (GIS) is used for selection of the routes. In the present study we are going to add new parameters and new selection method. As a result of the study, we have been able to identify some best possible and detailed routes for the community bus operation in Nagasaki City, which meets the requirement of the welfare community as well as general passengers.

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Microscopic Study on the Laser Surface-Melted Alloy 600

  • Lim, Yun-Soo;Cho, Hai-Dong;Kuk, Il-Hiun;Kim, Joung-Soo
    • Proceedings of the Korean Nuclear Society Conference
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    • 1996.05c
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    • pp.347-352
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    • 1996
  • Studies on tile microstructural and compositional changes in sensitized Ni base Alloy 600 by laser surface melting have been carried out using TEM equipped with EDXA. The microstructure of the laser melted zone was mainly consisted of fine cells, and along the cell and grain boundaries, Cr enrichment due to its segregation was observed. Cr carbides having formed along the grain bundaries during the sensitization treatment have been completely dissloved. The cell walls were decorated with dislocations and the very tiny precipitates, found to be Ti(CN) type, were distributed randomly along the cell walls with tangled dislocations around them.

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Development and Measurement of Learners' Satisfaction Index Model for Cyber Education

  • Kim, Chang-Su;Jung, Hoe-Kyung
    • Journal of information and communication convergence engineering
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    • v.8 no.3
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    • pp.343-347
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    • 2010
  • Cyber education has been predicted that it would become the primary education system of 21st century as a way of education focusing on consumers, with the aspect that it seems to be able to satisfy the demand about re-education and lifelong education as the acceleration of fast knowledge accumulation throughout every field of society in the digital era. However, cyber education system has a lot of problems which are for that it lacks of human resources for effective interaction, and it can be disadvantageous to certain type of students with a class environment concentrated on reading and writing and with foundation on computer technology. Therefore, in this thesis, We intended to analyze factors influencing satisfaction of people studying in a situation that cyber education has been required to be a mainstream system of education in the midst of trend of changing paradigm of college education recently, and to suggest some possible solutions for cyber education at university.

A Study on Power Transmission Capacity of Improved Backfill Materials at Underground Cables Installed in Duct Type (관로포설 지중케이블에서 개량되메움재 적용시의 송전용량 증대효과 검토)

  • Jang, T.I.;Kang, J.W.;Lee, D.I.;Kim, J.S.;Tack, E.G.
    • Proceedings of the KIEE Conference
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    • 2002.07a
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    • pp.345-347
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    • 2002
  • 이 논문은 현재 지중송전 케이블에서 관로포설용 되메움재로서 널리 사용되고 있는 모래를 대신할 수 있는 개량 되메움재 연구하고, 이에 대한 송전용량 증대효과를 살펴본 것이다. 먼저, 기존 되메움재인 모래 및 개량 되메움새에 대한 토양 열특성을 비교 검토하고, 다음으로 개량 되메움재를 실선로에 적용할 때의 송전용량 증대 효과를 시뮬레이션을 통해 확인하였다.

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Co-evolutionary Structural Design Framework: Min(Volume Minimization)-Max(Critical Load) MOD Problem of Topology Design under Uncertainty (구조-하중 설계를 고려한 공진화 구조 설계시스템)

  • 양영순;유원선;김봉재
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2003.04a
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    • pp.335-347
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    • 2003
  • 본 논문에서는 설계 하중에 지배되는 구조물에 있어서, 입력 파라미터들의 불확실성을 표준편차와 패턴의 변동, 두 차원에서 접근, 처리할 수 있는 방안을 제시하기 위해서 구조물에 입력으로 작용하는 하중 패턴의 결정과 구조물의 형상의 진화를 동시에 고려할 수 있는 Co-Evolutionary Structural Design framework라 명명한 새로운 구조 설계 방식을 개발하였다. 공학자의 직관과 경험 의존적인 하중을 대상으로 최적화된 구조물은, 성능에 완벽한 안전을 보장해 줄 수 없으며, 이에 관한 문제를 해결하기 위해서 주어진 상황 속에서 다양한 하중이 작용하더라도 안전할 수 있는 구조물의 설계 방식에 관해서 설명한다. 본 프레임워크는 연성을 가지는 두 Disciplinary Modules, 즉 구조 형상설계와 하중설계로 이루어지며 하중에 관한 DB로 연결되어 순차적인 MDO 설계과정을 거치게 된다. 두 Discipline은 설계과정을 거치면서 상호 견제의 틀 속에서 진화하며 기존 방식과 달리 극한 하중 패턴을 스스로 찾아서 설계 반영하는 특징을 가진다. 본 접근 방식의 유용성을 평가하기 위해서 10-bar truss 구조물과 Jacket-Type 구조물로 테스트해 보았다.

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A Study on the Optimum Design of Base Isolated Structures (I) (면진 구조물의 최적설계에 관한 연구(I))

  • 정정훈;김병현;양용진
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2001.09a
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    • pp.339-347
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    • 2001
  • A probabilistic optimum design method of the base isolation system consisting of linear spring, viscous damper and frictional element is presented. For the probabilistic approach, the base excitation is assumed to be a stationary Gaussian filtered random process. For optimum design, the objective function and constraints are derived based on the stochastic responses of the system. As a numerical example, the optimum design problem of a three-story base isolated shear type structure is formulated and solved by the sequential quadratic programming method. As a result, the effects of variation of design variables such as parameters of the base isolation system and the mass of base on the objective function and constraints are investigated and the optimum parameters of the base isolation system under study are derived.

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Importance sampling with splitting for portfolio credit risk

  • Kim, Jinyoung;Kim, Sunggon
    • Communications for Statistical Applications and Methods
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    • v.27 no.3
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    • pp.327-347
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    • 2020
  • We consider a credit portfolio with highly skewed exposures. In the portfolio, small number of obligors have very high exposures compared to the others. For the Bernoulli mixture model with highly skewed exposures, we propose a new importance sampling scheme to estimate the tail loss probability over a threshold and the corresponding expected shortfall. We stratify the sample space of the default events into two subsets. One consists of the events that the obligors with heavy exposures default simultaneously. We expect that typical tail loss events belong to the set. In our proposed scheme, the tail loss probability and the expected shortfall corresponding to this type of events are estimated by a conditional Monte Carlo, which results in variance reduction. We analyze the properties of the proposed scheme mathematically. In numerical study, the performance of the proposed scheme is compared with an existing importance sampling method.

The Behavior of Retention Wall By 3-D Finite Element Method (3차원 유한요소해석에 의한 흙막이 벽체의 거동특성)

  • 이진구;장서만;전성곤;이종규
    • Proceedings of the Korean Geotechical Society Conference
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    • 2001.03a
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    • pp.347-354
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    • 2001
  • In this study, 3-D FEM analysis are carried out to investigate the effect of the corners and re-entrant corners which can't be analysed by 2-D analysis. The excavation shape is re-entrant type conditions. The wall displacement, earth pressure and effectiveness of the corner struts are investigated in the re-entrant case, The 3D analysis are peformed to evaluate the effect of various factors, such as re-entrant corner size, excavation depth, and presence of struts. The wall displacement and earth pressures are influenced the size of re-entrant corner. Therefore, the effect of re-entrant corner should be considered in the evaluation of the earth pressure and displacement of the corners. Finally, strut-support systems are not effective at the re-entrant corner.

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