• 대한기계학회논문집
• /
• 제11권1호
• /
• pp.26-35
• /
• 1987

본 연구에서는 (1) 삭도설계에 더욱 정확한 값을 얻기 위하여 엄밀해를 가진 현수곡선이론을 바탕으로 하여 설계변수들과의 관계를 유도 및 체계화 시켰다. (2) 다목적 함수를 벡터최소화함에 따라, 얻어지는 Pareto 최적해를 구할 수 있었다. Pareto 최적해를 구하는 방법에는 중첨법, 제한법, 추정법이 있다. 여기서는 삭도의 최적화에 대한 특성과 평가값은 서로 복잡한 trad off관계를 가지고 있으므로 다목적 인 두개의 목적함수에 중첩시켜 단일목적 함수로 변환하는 가운데 Kunn-Tuck최적생의 필요조건을 적용하면 목적함수의 값 범위를 해석적으로 정하고 Pareto최적해 집합을 해석적으로 구한다. (3) 이들의 해석에 관한 수치예를 들어 설계에 기준이 되는 로 우프의 규격과 초기장력을 결정하였다.

• 한국철도학회논문집
• /
• 제12권5호
• /
• pp.678-686
• /
• 2009

국내에서 개발된 한국형 틸팅열차는 현재 시제차량 제작을 마치고, 충북선을 시작으로 시운전 시험이 단계적으로 진행되고 있다. 시운전 시험에서는 한국형 틸팅열차의 시스템 안정화를 위해 차량 외에 궤도, 구조물, 전차선, 신호 등 각 시스템 상호간의 인터페이스 검증이 필요하며, 선로구축물 분야에서는 개발차량의 증속이 궤도구조에 미치는 영향을 비롯한 궤도부담력 검토를 통해 궤도구조의 안정성과 주행안정성 평가가 수행되어야 한다. 따라서 본 연구에 서는 완화곡선구간을 주행하는 틸팅차량(한빛200호), 고속차량(KTX) 및 일반차량(무궁화)에 의해 궤도에서 발생하는 동적 윤중 및 횡압을 측정하였다. 측정데이터를 통해 차종별 주행패턴을 비교하고 윤중과 횡압의 증감율을 확률적으로 분석하였다. 분석결과, 고정식 대치구조를 갖는 기존 차량의 캔트변화에 따른 발생 윤중 및 횡압의 분포범위는 일정 범위 내에서 작은 편차로 분포하였다. 반면 진자식 대차구조인 틸팅차량의 경우 캔트변화에 따른 차체의 틸팅작용에 의해 비교적 넓은 범위에 큰 편차로 궤도작용력이 분포하는 것으로 나타났다.

• 한국철도학회논문집
• /
• 제13권3호
• /
• pp.309-316
• /
• 2010

철도선형에서 평면곡선과 종곡선의 경합은 차량의 주행안정성, 승차감, 그리고 궤도유지보수비에 많은 영향을 끼친다. 그러나 신선건설 혹은 기존선 개량 시 기존의 고정점(터널, 교량, 분기기, 전차선주 등)들과 예기치 않은 주위 환경조건들에 의해 부득이 부설될 경우가 발생된다. 본 연구에서는 평면곡선과 종곡선 경합 시 승차감 측면에서의 최적 평면선형 설계를 위한 승차감 목적함수를 도출하고 차량동역학 해석을 통해 검증하였다. 또한 제시된 승차감 목적함수를 이용해 승차감이 최대가 되는 선형조건을 간단히 평가할 수 있는 해법알고리즘을 제시하였다.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2008년도 추계학술대회 논문집
• /
• pp.79-87
• /
• 2008

The major objective of this study is to investigate the effective maintenance system for the infrastructure on the conventional lines in which the tilting train runs. In order to the speed-up of conventional lines that have many curve lines, there needs a improvement construction of substructure such as the straight or double track work and so on. But in this case, it needs to have a plenty of the cost and the period. Therefore, the tilting train which provides the high-speed service effectively in curve tracks was developed. Besides, the efficiency prediction and the linear fitness of the existing conventional lines for a tiling train service were examined on the preceding study which was the development of track system innovation technology for speed-up of them. So, in this paper we propose the more effective maintenance method than the existing it in order to securing the high reliability and safety classified by the infrastructure, in analyzing foreign materials and the maintenance as well as the inspection cycle concerning domestic infrastructures of the track and the catenary etc. on the railway. And we look forward to playing a decisive role as reference material for the effective improvement of the existing maintenance about the infra on the conventional lines for the commercial service of the tilting train.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 2004년도 추계학술대회 논문집 전기기기 및 에너지변환시스템부문
• /
• pp.248-250
• /
• 2004

Tilting trains are now an established feature of railway operations throughout the world. For intercity traffic, tilt provides operators with increasing speeds, and therefore enhanced competitiveness, on existing routes where insufficient traffic or a lack of funds precludes the construction of a dedicated new high-speed railway. Appling the tilting train, we can expect 30% of speed up on existing lines, but the stability of the electric current would be low because of tilting the train. Also, the spark between the catenary and pantagraph cause environmental problems such as noise, radio wave malfunction. Therefore, the tilting on pantagraph for the power suppling device is very essential for stable electric power supply.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 2009년도 제40회 하계학술대회
• /
• pp.1211_1212
• /
• 2009

Tilting trains are now an established feature of railway operations throughout the world. For intercity traffic, tilt provides operators with increasing speeds, and therefore enhanced competitiveness, on existing routes where insufficient traffic or a lack of funds precludes the construction of a dedicated new high-speed railway. Appling the tilting train, we can expect 30% of speed up on existing lines, but the stability of the electric current would be low because of tilting the train. Also, the spark between the catenary and pantagraph cause environmental problems such as noise, radio wave malfunction. Therefore, the tilting on pantagraph for the power suppling device is very essential for stable electric power supply.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 1999년도 하계학술대회 논문집 C
• /
• pp.1382-1384
• /
• 1999

Traditional magnetic field computation techniques assume that the current carrying power line conductors are straight horizontal wires. This assumption result in much errors. So this paper considerd catenary curve for the dip of real transmission line. We have data from various position at transmission line, on the earth. And as far from transmission condutor a eddy current affect of the position are con siderd.

• Structural Engineering and Mechanics
• /
• 제22권5호
• /
• pp.575-597
• /
• 2006

Enhanced three-dimensional finite elements for geometrically nonlinear analysis of cable-supported structures are presented. The cable element, derived by using the concept of an equivalent modulus of elasticity and assuming the deflection curve of a cable as catenary function, is proposed to model the cables. The stability functions for a frame member are modified to obtain a numerically stable solution. Various numerical examples are solved to illustrate the versatility and efficiency of the proposed finite element model. It is shown that the finite elements proposed in this study can be very useful for geometrically nonlinear analysis as well as free vibration analysis of three-dimensional cable-supported structures.

• Structural Engineering and Mechanics
• /
• 제56권6호
• /
• pp.983-1001
• /
• 2015

This study focuses on the load carrying capacity and the force transfer mechanism of multi-hole perfobond shear connectors in steel-concrete composite structure. The behavior of multi-hole perfobond shear connector is more complicated than single-hole connector cases. 2 groups push-out tests were conducted. Based on the test results, behavior of the connection was analyzed and the failure mechanism was identified. Simplified iterative method and analytic solution were proposed based on force equilibrium for analyzing multi-hole perfobond shear connector performance. Finally, the sensitivity of design parameters of multi-hole perfobond shear connector was investigated. The results of this research showed that shear force distribution curve of multi-hole perfobond shear connector is near catenary. Shear forces distribution were determined by stiffness ratio of steel to concrete member, stiffness ratio of shear connector to steel member, and number of row. Efficiency coefficient was proposed to should be taking into account in different limit state.

• 수산해양기술연구
• /
• 제53권3호
• /
• pp.219-227
• /
• 2017

In pelagic longline, deploying the gear such that the depth of the hook is the same as that of the target fish is important to improve the fishing performance and selectivity. In this study, the depth of the tuna longline hook was estimated using the mass-spring model, catenary curve method, and secretariat of the pacific commission Pythagorean method in order to improve the performance of the longline gear in Fiji. The former two methods were estimated to be relatively accurate, and the latter showed a large error. Further, the mass-spring model accounted for the influence of tidal current in the ocean, which was found to be appropriate for use in field trials.