• 한국산학기술학회논문지
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• 제17권5호
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• pp.173-178
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• 2016

콘크리트 교량 상에 고속철도의 자갈 궤도가 시공될 경우 장대 레일의 종방향 변위가 고정된 반면 교량 바닥판 슬래브의 종방향 변위가 고정되지 않고, 온도 하중과 외부 하중에 의해 교량과 레일의 상대 변위가 발생한다. 현재 장대 레일 자갈 궤도에 대한 종방향 저항력(KR C-08080, UIC code 774-3)은 교량의 종방향 변위와 자갈 궤도와 콘크리트 슬래브 사이의 마찰력을 고려하고 있지 않다. 또한 종방향 저항력 값은 다소 보수적이어서 철도교의 장경간 및 연속화에 불리한 요소로 작용하고 있다. 따라서 실제의 거동을 보다 효과적으로 반영하기 위해 장대 레일의 종저항력은 콘크리트 슬래브와 궤도 사이의 추가적인 강성을 고려해야 한다. 본 연구에서는 콘크리트 바닥판과 도상 궤도를 모사한 실대형 실험체(mock-up test specimen)를 제작하여, 교량 상에 설치된 도상 궤도의 종저항력을 측정하였고, 또한 차륜 하중의 재하 유무에 대해서도 그 거동을 평가하였다. 실험 결과, 최대 종저항력은 현재의 코드와 유사한 경향을 보였으나, 한계 변위까지의 강성은 현재의 코드보다 실험 결과가 작게 측정되는 것으로 나타났다.

• 한국융합학회논문지
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• 제10권8호
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• pp.137-144
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• 2019

본 연구는 디지털미디어 서비스를 제공하는 플랫폼 사업자들의 콘텐츠 공급과 이용의 다양성을 장기간에 걸친 종단적 데이터로 측정하고 그 함의를 논의하기 위한 연구이다. 유료방송 사업자의 승인 및 재허가에 있어 방송의 공공성, 공익성을 평가하는 항목으로 다양성 지표에 대한 측정시도가 있었으나 주로 횡단적인 공급측면의 다양성 측정 방법론에 그치고 있다. 따라서 연구자는 본 연구를 통해 두가지 측면의 평가 가능성을 확인하고자 한다. 첫째, 공급측면 이외에 이용자의 실제 시청 데이터를 활용한 수요측면의 측정방법론, 둘째, 장기적인 다양성 추구의 변화 과정을 평가하는 종단평가 방법론을 제안하고자 한다. 본 연구에서는 특정 플랫폼 사업자의 실제 공급, 수요 데이터를 확보하여 2012년에서 2017년에 이르는 50여개월간의 종단적 다양성 추구 지표의 추세를 확인하였다. 이 연구를 통해 횡단적 평가와 공급중심의 평가의 한계를 넘어 보다 균형 잡힌 방송의 공공성, 공익성 평가 방법으로 공급과 수요측면 및 종단적 다양성 평가가 새롭게 활용될 것으로 기대하는 바이다.

• Ecology and Resilient Infrastructure
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• 제7권4호
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• pp.320-326
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• 2020

본 연구는 횡단구조물에서의 어류의 이동 특성에 따른 종적 연결성을 평가하였다. 대상 구간은 원주천이며, 대상 어종은 피라미와 잡고기를 대상으로 하였다. 흐름 분석은 HEC-RAS 모형을 사용하였으며, 종적 연결성 분석은 ICE 방법을 적용하였다. 종적 연결성을 분석하기 위하여 수리분석 결과물 중 횡단구조물 상·하류 수위차, 유속, 하류단 웅덩이 깊이에 따른 대상 어종의 유영 속도를 적용하였다. 그 결과 피라미의 경우 종적 연결성이 약 76점, 잡고기의 경우 종적 연결성이 약 23점으로 나타났다.

• Communications for Statistical Applications and Methods
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• 제28권4호
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• pp.369-391
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• 2021

The vlda is an R (R Development Core team et al., 2011) package which provides functions for visualization of multidimensional longitudinal data. In particular, the R package vlda was developed to assist in producing a plot that more effectively expresses changes over time for two different types (long format and wide format) and uses a consistent calling scheme for longitudinal data. The main features of this package allow us to identify the relationship between categories and objects using an indicator matrix with object information, as well as to cluster objects. The R package vlda can be used to understand trends in observations over time in addition to identifying relative relationships at a simple visualization level. It also offers a new interactive implementation to perform additional interpretation, therefore it is useful for longitudinal data visual analysis. Due to the synergistic relationship between the existing VLDA plot and interactive features, the user is empowered by a refined observe the visual aspects of the VLDA plot layout. Furthermore, it allows the projection of supplementary information (supplementary objects and variables) that often occurs in longitudinal data of graphs. In this study, practical examples are provided to highlight the implemented methods of real applications.

• 전기학회논문지P
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• 제58권4호
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• pp.447-450
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• 2009

In order to protect conductors from oscillations or vibrations due to winds, spacer dampers are installed on overhead transmission lines. Generally the spacer damper clamp can move slightly according to oscillation directions, namely in longitudinal, vertical & horizontal directions. This is for reducing fatigue phenomena of the conductor. But the high longitudinal- displacement of the clamp raises a doubt for its necessity. Then this paper carried out oscillation tests by using 4 bundle test lines, to know the relation between longitudinal displacement and oscillation. and suggests design necessity of the longitudinal articulation part for spacer damper clamps.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2009년도 춘계학술대회 논문집
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• pp.99-105
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• 2009

This research presents the method to decide proper locations for destressing of CWR using a non-destructive equipments to measure the longitudinal force(installation temperature) in CWR. The effect and necessity of destressing were analyzed by estimating changes of longitudinal force. The installation temperature was measured to find changes of longitudinal force in high speed and conventional lines before and after destressing or track maintenance at the locations where destressing was planed or where change of longitudinal force was expected during track maintenance. Past destressing was carried out within qualitative decision criteria. This research proposes the quantitative criteria to decide the priority order of the destressing locations reasonably by considering the difference of air temperature and stress free temperature during the track maintenances, the grade of ballast resistance force recovering and the length of destressing, etc.

• The Journal of Advanced Prosthodontics
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• 제15권6호
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• pp.302-314
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• 2023

PURPOSE. The aim of this study was to classify the shapes of retromolar pads and assess their morphometric differences using a 3D model. MATERIALS AND METHODS. Two hundred fully edentulous or Kennedy Class I partially edentulous patients (400 retromolar pads) were enrolled. Scan data of the definitive mandibular casts produced through functional impressions were obtained using a 3D laser scanner. Seven parameters (transverse diameter, longitudinal diameter, transverse-contour length, longitudinal-contour length, longitudinal/transverse diameter ratio, longitudinal/transverse-contour length ratio, and angle of the retromolar pad line to the residual alveolar ridge line) were measured using image analysis software. Subsequently, the pads were classified according to the shape. Statistical analyses were performed using 95% confidence intervals. RESULTS. Classifying the retromolar pads into three shapes led to high intra-examiner reliability (Cronbach's alpha = 0.933). The pear shape was the most common (56.5%), followed by oval/round (27.7%) and triangular (15.8%) shapes. There were no significant differences between the left and right sides according to the shape and no significant differences in any parameter according to age. The transverse diameter and longitudinal/transverse diameter ratio differed between sexes (P < .05). The triangular shape had a significantly different transverse diameter, transverse-contour length, longitudinal/transverse diameter ratio, and longitudinal/transverse-contour length ratio compared with the pear and oval/round shapes (P < .05). CONCLUSION. From a clinical reliability standpoint, classifying retromolar pads into three shapes (oval/round, pear-shaped, and triangular) is effective. The differences in the sizes among the shapes were attributed to the transverse measurement values.

• 한국강구조학회 논문집
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• 제9권1호통권30호
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• pp.37-49
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• 1997

The buckling behavior of the web of steel girders are largely dependent on the size and the location of stiffeners and the restraining effect of top and bottom flanges. Elastic and inelastic buckling analyses based or the Spline Finite Strip Method were executed to study the stiffening effect of the longitudinal stiffener on the web of box girders and to find how the top and bottom flanges had effects on the web, where geometric boundary conditions were limited by both hinged, both fixed and the flange sections. The basic assumption for the longitudinal end boundary conditions was that the vertical stiffeners had the rigidity enough to force nil deflection line on the web panel so that the junction line between web and vertical stiffener was assumed to be hinged boundary conditions. The provisions on the longitudinal stiffener of the plate and box girders of the Korean Standard Highway Bridge Specifications(1995) and AASHTO Specifications(1994 LRFD) were compared with the results obtained numerically for the various longitudinal stiffener size of box girders. Simple equations and design curves for the longitudinal stiffener of the web were proposed for the practical use.

• Structural Engineering and Mechanics
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• 제8권6호
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• pp.531-546
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• 1999

The paper presents an experimental and theoretical study on the influence of steel fibers and longitudinal tension and compression reinforcements on immediate and long-term deflections of high-strength concrete beams of 85 MPa (12,300 psi) compressive, strength. Test results of eighteen beams subjected to sustained load for 180 days show that the deflection behavior depends on the longitudinal tension and compression reinforcement ratios and fiber content; excessive amount of compression reinforcement and fibers may have an unfavorable effect on the long-term deflections. The beams having the ACI Code's minimum longitudinal tension reinforcement showed much higher time-dependent deflection to immediate deflection ratio, when compared with that of the beams having about 50 percent of the balanced tension reinforcement. The results of theoretical analysis of tested beams and those of a parametric study show that the influence of steel fibers in increasing the moment of inertia of cracked transformed sections is most pronounced in beams having small amount of longitudinal tension reinforcement.

• Journal of the Korean Data and Information Science Society
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• 제17권4호
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• pp.1053-1065
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• 2006

This paper proposes a method in one-way layouts for longitudinal data with informative drop-out. When dropouts are informative, that is, correlated with unobserved data and/or the previous observed data, the simple imputation methods such as 'last observation carried forward' (LOCF) methods would arise the bias of the testing models. The maximum likelihood procedure combined with a logit model for the drop-out process is proposed to test treatment effects for one factorial designs and compared with LOCF method in two examples.