• 호남수학학술지
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• 제39권4호
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• pp.515-525
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• 2017

In this paper, we study planar normal section curves. We have interpreted curvatures of normal section curves. On the other hand we have investigated sufficient and necessary conditions for a normal section curve to be biharmonic.

• 대한산업공학회지
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• 제20권2호
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• pp.77-90
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• 1994

Curve-net interpolation surface is one of the most popular method in engineering design. Therefore it is supported with many commercial CAD/CAM system. However, construction algorithm of curve-net interpolation surfaces is rarely opened to the public because of its copy-right. In this paper we establish a construction algorithm of curve-net interpolation surface so called sweeping surface which especially concentrates on trajectory of cross-section curve. We also show the method which can construct sweeping surfaces as NURB or Bezier mathematical models. Surfaces having the form of standard mathematical models are very useful for the application of joining, trimming, blending etc. The proposed surface interpolation scheme consists of four steps; (1) preparation of guide curves and section curves, (2) remeshing guide curves and section curves, (3) blending section curves after deformation, and (4) determination of control points for sweeping surface using gordon method. The proposed method guarantee $G^1$-continuety, and construct the surface salifying given section curves and trajectory of section curves.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2003년도 춘계학술대회 논문집
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• pp.309-314
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• 2003

A vertical curve should be installed in straight section. In case, it be installed on horizontal curved section, safety factor go down. In this study, it is calculated that the deficiency of cant about vertical curve radius on horizontal curved section. The result of this study will be used on planning the tack layout of railroad and design the track construction.

• 한국방재학회 논문집
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• 제8권4호
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• pp.23-29
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• 2008

본 연구는 사망률이 높은 도로 곡선부를 대상으로 도로설계요소를 기반으로 안전도 판단지수를 설정하고 이로부터 사고율을 산정하는 모듈과 곡선부와 곡선부 진입전 직선부에서의 속도차를 추정하는 모형을 개발하고 이로부터 곡선부의 안전도를 판단하는 등 두 개의 모듈을 제시하고 있다. 그리고 이러한 두 개의 모듈을 통합한 통합모델을 통해 곡선부의 안전도를 등급화 할 수 있도록 하는 것을 목적으로 한다.

• 한국소음진동공학회논문집
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• 제18권12호
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• pp.1301-1309
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• 2008

The curved portion fur each section running safety evaluation interpretation according to the track condition for improving the curved portion passage rate of a vehicle by using the multibody analysis model of the Saemaeul train was carried out. As a result, The excess of cant reaches the bad effect to the running safety in case the radius of curvature is small. In case the radius of curvature was large, we could confirm that the deficiency of cant reached the bad effect to the running safety. In the curved portion, the circular curve section most badly showed the running safety. The deficiency of curve length reaches the bad to the running safety. In the curved portion, the circular curve section most badly showed the running safety. Therefore the track condition(cant, transition curve length, etc) can reach the bad effect to the running safety of a vehicle, the exact design is required.

• Structural Engineering and Mechanics
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• 제68권6호
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• pp.713-720
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• 2018

In this paper a new numerical method to determine the elastic curve of the simply supported beams of variable cross-section is demonstrated. In general case it needs to solve linear or small nonlinear second order differential equations with prescribed boundary conditions. For numerical solution the initial values of the slope and the deflection of the end cross-section of the beam is necessary. For obtaining the initial values a lively procedure is developed: it is a special application of the shooting method because boundary value problems can be transformed into initial value problems. As a result of these transformations the initial values of the differential equations are obtained with high accuracy. Procedure is applied for calculating of elastic curve of a simply supported beam of variable cross-section. Results of these numerical procedures, analytical solution of the linearized version and finite element method are compared. It is proved that the suggested procedure yields technically accurate results.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.1614-1621
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• 2008

I accomplished a curve section traveling safety assessment analysis followed with railway condition for elevation of a curve passage speed of train utilizing trail analysis model. As a result, we confirmed that excess cant influence in badly traveling safety of train followed with cant change and cant shortage influence in badly traveling safety in case of large a curve radius and traveling safety of originally a curve section is most wrong. Also we confirmed that shortage of relief a curve length influence in badly traveling safety followed with change of relief a curve length.

• 한국안전학회지
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• 제25권2호
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• pp.84-88
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• 2010

The main point of this study is to find ways to prevent accidents at complex linear sections in advance by improving geometric structure elements that can be considered from the designing stage. Complex linear roads are consisted of sections where straight sections connect with curved sections or sections where curved sections connect with curved sections with relatively high possibility of accidents and accidents can be reduced through improving designing elements in these sections. Therefore, this study aims to develop accident forecasting model in complex linear roads and to clarify major elements affecting traffic accidents. The results of analysis showed that the groups are divided into a group less than 355m based on curve radius of 355m, a group whose curve radius exceeds 355m and a group whose incline exceeds -0.79 and a group whose curve radius is below 355m and incline exceeds -0.79 for straight section + curved section, and for curved section + curved section, it is divided into a group whose first curved section is less than 410m based on curve radius of 410m and the first curve is turning right and a group exceeding 410m and the first curve is turning left. The major variables common in 2 models are front curve radius and curve types(left, right), road surfaces, weather.

• 한국측량학회지
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• 제11권1호
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• pp.1-6
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• 1993

철도곡선구간의 일부에서 캔트 설정이 잘못됨으로 인해 가끔 곡선관리에 혼돈이 발생한다. 본 연구에서는 곡률반경별, 캔트체감 길이별 캔트량을 조사하여 직선체감 이론과 비교, 분석해봄으로써 철도곡선구간에 있어 효율인 관리 방법을 제시하였다.

• 한국운동역학회지
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• 제12권2호
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• pp.109-130
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• 2002

따라서 본 연구의 목적은 국가대표 수준급 대학 우수 야구 투수를 대상으로 한 3차원 영상분석을 통한 데이터를 가지고 직구 커브볼에 대한 구간별 운동학적 패턴을 비교 분석하여 자료를 제시하는데 있다. 본 연구는 부산 D대학교 우완 오버핸드 투수 가운데 국가대표 2명과 수준급 대학선수 2명, 총 4명을 대상으로 직구 커브 투구시 구간별로 나타나는 여러 운동학적 변인의 차이를 비교 분석한 결과 다음과 같은 결론을 얻었다. 직구 및 커브볼 투구시 구간별, 국면별 투구시간은 거의 비슷하게 나타냈으며, 직구의 총 소요시간은 1.78${\pm}$0.07초이며 커브 총 소요시간은 1.77${\pm}$0.11초로 나타났다. 직구 및 커브볼 투구시 Z(상 하)방향에 대한 신체 중심의 위치변화는 구간별, 국면별 거의 차이가 나지 않았다. 직구 및 커브볼 투구시 왼쪽 다리의 무릎높이는 각각 $125.38{\pm}11.85cm,\;124.95{\pm}11.63cm$로 큰 차이가 없었다. 신장대비율(%H)로는 직구, 커브 각각 68.42${\pm}$5.53(%H), 68.40${\pm}$5.45(%H)로 나타났다. 직구 및 커브볼 투구시 스트라이드 거리는 각각 140.35${\pm}$4.96cm, 144.83${\pm}$1.69cm로 커브 투구시 더 많은 스트라이드 거리를 보였다. 직구 및 커브볼 투구시 왼쪽 슬관절 ST 구간과 LKU 구간, HBP 구간에서는 별 차이가 없었지만 LFC, MCP, BRP구간에서는 직구보다 커브 투구시 슬관절 각도가 더 굴곡 된 것으로 나타났다. 직구 및 커브볼 투구시 오른팔 견관절 각도는 ST 구간과 LKU구간, HBP 구간에서는 별차이가 없었다. 직구 및 커브볼 투구시 오른팔 주관절 각도는 ST 구간과 LKU구간, HBP 구간에서는 별차이 가 없었다. LFC구간과 MCP구간에서는 직구보다 커브가 다소 많이 굴곡되었고, BRP구간에서 는 직구, 커브 모두 다 근소한 차로 신전 된 것으로 나타났다. 직구 및 커브볼 투구시 오른팔 수관절 각도는 LFC 구간과 MCP 구간에서는 커브가 직구보다 더 신전되었다. 그리고 BRP 구간은 직구가 커브보다 더 신전 된 것으로 나타났다.