• Journal of the Computational Structural Engineering Institute of Korea
• /
• 제24권2호
• /
• pp.177-184
• /
• 2011

In this paper the nonlinear analysis that include time-dependent characteristics of materials and geometric nonlinearity of elements for the cable-stayed PSC bridges is presented. Analysis models for finite element method were developed based on the flexibility based fiber beam-column model originally proposed by Spacone et al.(1996). The developed analysis model implemented in general purpose object-oriented finite element analysis program named HFC(Cho 2009). The performance of proposed analysis models is evaluated by comparing with the former results of the design data. The deflection of time dependent analysis is larger than time ignored analysis on construction sequences, and the bridge is destructed at a smaller deflection than the time ignored analysis on failure behavior.

• Proceedings of the Korean Institute Of Construction Engineering and Management
• /
• 한국건설관리학회 2002년도 학술대회지
• /
• pp.174-179
• /
• 2002

The cable stayed roof structure of Jeju worldcup stadium is erected with correct prestressed force that is required by the structural engineer who designs this structure. This study evaluated and adapted the erection process of cable, the erection force and the measurement of cable force for Jeju worldcup stadium. The process of erection is required not only to calculate election force but also to check structural stability, post process, construction period and using cranes. Considering the site conditions and technical problems, this study can attain successfully the erection of cable stayed roof structure of Jeju worldcup stadium with allowable errors.

• Journal of Korean Society of Steel Construction
• /
• 제23권6호
• /
• pp.747-761
• /
• 2011

This paper presents an investigation on the change in the statical behavior and the ultimate capacity of steel cable-stayed bridges after cable failure. Cable failure can occur due to fire, direct vehicle clash accidents, cable or anchorage fatigue, and so on. Moreover, the cable may be temporarily disconnected during cable replacement work. When cable failure occurs, the load, that was supported by the broken cable is first transferred to another cable. Then the structural state changes due to the interaction between the girder, mast, and cables. Moreover, it can be predicted that the ultimate capacity will decrease after cable failure, because of the loss of the support system. In this study, the analysis method is suggested to find the new equilibrium state after cable failure based on the theory of nonlinear finite element analysis. Moreover, the ultimate analysis method is also suggested to analyze the ultimate behavior of live loads after cable failure. For a more rational analysis, a three-step analysis procedure is suggested and used, which consisted of initial shape analysis, cable failure analysis, and live load analysis. Using this analysis method, an analytical study was performed to investigate the changes in the structural state and ultimate behavior of steel cable-stayed bridges.

• The Transactions of The Korean Institute of Electrical Engineers
• /
• 제56권3호
• /
• pp.472-480
• /
• 2007

This paper analyzes overvoltage on testing line for various parameter effect examination. Model systems consist of overhead line and underground cable. The model considered actual characteristic data of distribution lines. and will be constructed at testing yard. The simulations were performed under various line configuration such as cable kinds, cable length, lightning wave, lightning wave time, transformer and branch circuits. The simulation models are established by EMTP/ATPDraw and Line Constants are calculated by ATP_LCC. When lightning surge strikes on conductor of overhead line, EMTP/ATPDraw calculates overvoltage in many cases. Simulation results will be compared with real testing results at testing yard. The compared results will be used to establish protection methods in actual underground distribution systems.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 한국소음진동공학회 2014년도 춘계학술대회 논문집
• /
• pp.495-499
• /
• 2014

In this study, the finite element modeling for the signal cable and pneumatic hose of the industrial robot is developed. The modulus of elasticity of signal cable and pneumatic hose is predicted by deflection test. Finite element model for the signal cable and pneumatic hose is developed by using the modulus of elasticity obtained from the tests. The developed finite element model is estimated through the vibration analysis. This study shows that the developed finite element model can be effectively utilized in the dynamic analysis.

• Proceedings of the KIEE Conference
• /
• 대한전기학회 2005년도 제36회 하계학술대회 논문집 A
• /
• pp.718-720
• /
• 2005

This paper analyses the transient phenomena against lightning surge on underground power cable systems. For analysis, several actual underground power cable systems are modeled using ATP. In lightning surge strokes, the various unbalanced conditions including the length of crossbonded lead, the breakdown of CCPU and distance unbalance are considered. This paper is expected to contribute the establishment of proper protection methods against transients on underground power cable systems.

• Proceedings of the KIEE Conference
• /
• 대한전기학회 1989년도 추계학술대회 논문집 학회본부
• /
• pp.211-215
• /
• 1989

This paper presents the thermal analysis of EHV OF cable accessories using FEM. The governing equation about the temperature in the cable accessories is induced by the energy balance equation. Since the temperature distribution is a function of space and time, the weighted residual method is adopted for FEM formulation. The difference approximation is used to treat the time differential term in the element equation. Automatic mesh generation which save time and labor is introduced for the data input process. It will be expected that the following thermal analysis result will be very useful to cable accessories design.

• Proceedings of the Korean Society of Broadcast Engineers Conference
• /
• 한국방송∙미디어공학회 2018년도 하계학술대회
• /
• pp.28-30
• /
• 2018

본 논문에서는 전이중 통신 방식을 사용하는 DOCSIS 3.1 시스템의 자기간섭 제거를 위한 자기간섭신호의 채널 및 비선형 왜곡 요소를 추정하는 기술을 제안한다. DOCSIS 3.1 시스템의 전이중 통신 방식은 일반적으로 가입자 단말인 CM (Cable Modem) 과 케이블방송신호 송신 시스템인 CMTS (Cable Modem Termination System) 사이의 상하향 통신을 시간/주파수의 분할 없이 동시에 수행하는 통신 방식이다. CMTS 에서 CM 의 신호를 수신함과 동시에 CMTS 신호를 송신하는 경우 고출력의 CMTS 송출신호가 CMTS 의 수신기로 인가되는 자기간섭 현상이 발생하게 된다. 이렇게 인가되는 자기간섭신호는 고출력 증폭기 (HPA: High - Power Amplifier) 및 Feedback 채널의 영향으로 크게 왜곡되어 수신된다. 따라서 자기간섭신호를 제거하고 CM 의 신호를 원활하게 복조하기 위해서는 자기간섭신호의 왜곡 요소룰 추정 및 보상하는 절차가 반드시 필요하다. 본 논문에서는 자기간섭신호의 HPA 에서 발생하는 비선형 왜곡 요소 및 Feedback 채널의 영향으로 발생하는 채널 요소를 추정하는 기술을 제안하고 성능을 분석한다. 제안된 기술은 간단한 연산기반으로 왜곡요소의 추정이 가능하며 반복추정을 통해 성능을 효과적으로 향상시키는 것이 가능하다.

• The Journal of the Korea Contents Association
• /
• 제8권6호
• /
• pp.98-110
• /
• 2008

Local cable channels has been contributing to settlement of grass root democracy and local business facilitation in decentralization era compared to other broadcasting media, and duly performs its role as local-tied media and produces local closeness type programs. But this is the time of need for change of perception by the producers, business entrepreneurs and relevant organizations on various production environment following process of conversion to digital cable TV. For successful settlement of local digital cable channels, this study has forecasted change on broadcasting production and organization following conversion of digital cable TV through the in-depth interview with people who produce and organize actual programs, and factors that interfere with digital cable TV conversion. Furthermore, the study learned plans to establish role and function of local cable channel as new close media to realize local value.

• Journal of Korean Society of Steel Construction
• /
• 제14권4호
• /
• pp.539-547
• /
• 2002

The study proposed the initial equilibrium state analysis method that considers axial deformation, in order to accurately determine the initial shape of a cable-stayed bridge. Sepecifically, the proposed method adopted the successive iteration method. In order to evaluate appropriate initial cable force introduced in the initial equilibrium state analysis, parametric studies were performed and a useful linear analysis method proposed. The geometrically nonlinear static behaviors of cable-stayed bridges were considered, using three-dimensional frame element and elastic catenary cable element. The usefulness and applicability of the analytic method proposed in this study were demonstrated using numerical examples, including a real cable-stayed bridge. The algorithm, is applicable in cases wherein axial deformation is not adopted in the fabrication camber, or final cable force is adjusted to eliminate construction and fabrication errors occurring during construction.