• 한국습지학회지
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• 제11권2호
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• pp.89-98
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• 2009

본 연구는 하천종단면에 정보엔트로피이론을 적용하여 평균하천경사, 하천경사 및 하천종단고도 결정방법을 제시하였다. 최대화된 엔트로피는 제약조건하에서 일정한 하천종단면의 확률분포를 만들며, 이와 같은 관계를 이용하여 평균하천경사, 하천경사 및 하천종단고도 산정식을 유도하였다. 충북 지방하천 정비기본계획에서 얻은 달천유역의 실측된 지형학적 인자를 사용하여 매개변수를 최소자승법으로 결정하였다. 유도된 평균하천경사와 하천종단고도식을 실제유역에 적용하였으며, 실측치와 잘 일치함을 나타낸다. 본 연구의 결과로부터 평균하천경사와 하천종단고도의 결정에 직접 적용할수 있을 것으로 판단된다.

• 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.

• Steel and Composite Structures
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• 제38권6호
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• pp.657-670
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• 2021

This paper presents a designing method for enhancing fire resistance of steel box bridge girders (closed steel box bridge girder supporting a thin concrete slab) through taking into account such parameters namely; fire severity, type of longitudinal stiffeners (I, L, and T shaped), and number of longitudinal stiffeners. A validated 3-D finite element model, developed through the computer program ANSYS, is utilized to go over the fire response of a typical steel box bridge girder using the transient thermo-structural analysis method. Results from the numerical analysis show that fire severity and type of longitudinal stiffeners welded on bottom flange have significant influence on fire resistance of steel box bridge girders. T shaped longitudinal stiffeners applied on bottom flange can highly prevent collapse of steel box bridge girders towards the end of fire exposure. Increase of longitudinal stiffeners on bottom flange and web can slightly enhance fire resistance of steel box bridge girders. Rate of deflection-based criterion can be reliable to evaluate fire resistance of steel box bridge girders in most fire exposure cases. Thus, T shaped longitudinal stiffeners on bottom flange incorporated into bridge fire-resistance design can significantly enhance fire resistance of steel box bridge girders.

• Genomics & Informatics
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• 제20권2호
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• pp.16.1-16.12
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• 2022

Various methodologies for the genetic analysis of longitudinal data have been proposed and applied to data from large-scale genome-wide association studies (GWAS) to identify single nucleotide polymorphisms (SNPs) associated with traits of interest and to detect SNP-time interactions. We recently proposed a grid-based Bayesian mixed model for longitudinal genetic data and showed that our Bayesian method increased the statistical power compared to the corresponding univariate method and well detected SNP-time interactions. In this paper, we further analyze longitudinal obesity-related traits such as body mass index, hip circumference, waist circumference, and waist-hip ratio from Korea Association Resource data to evaluate the proposed Bayesian method. We first conducted GWAS analyses of cross-sectional traits and combined the results of GWAS analyses through a meta-analysis based on a trajectory model and a random-effects model. We then applied our Bayesian method to a subset of SNPs selected by meta-analysis to further discover SNPs associated with traits of interest and SNP-time interactions. The proposed Bayesian method identified several novel SNPs associated with longitudinal obesity-related traits, and almost 25% of the identified SNPs had significant p-values for SNP-time interactions.

• 대한물리의학회지
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• 제16권4호
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• pp.85-93
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• 2021

PURPOSE: This study aimed to examine the evaluation of muscle activity, muscle fatigue and balance in male high school Taekwondo athlete with a deformity of the medial longitudinal arch. METHODS: The 20 male high school Taekwondo athletes participated in the study they have been measured radiographic a medial longitudinal arch and divided into a medial longitudinal arch group (higher than 18.8°; MLA group, n = 12) and control group (lower than 18.8°; CON group, n = 8). All subjects were measured muscle activity (TA, PT, PL and PB), muscle fatigue (TA, PT, PL and PB) and balance (A-, AL-, L-, PL-, P-, PM-, M-, AM-direction and composite score; CS). RESULTS: The muscle activity of TP was significantly higher in MLA group compared to CON group (p = 031) and the muscle fatigue of TA was significantly lower in MLA group compared to CON group (p = .043). However, balance did not show significant differences between the groups. CONCLUSION: These results confirmed that male high school Taekwondo athlete with a deformity of medial longitudinal arch increase TP and decrease TA, but there was no difference on balance.

• 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.

• 한국방사선학회논문지
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• 제8권2호
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• pp.51-56
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• 2014

신체의 이동과 정지 시 동적 안정성과 균형성에 영향을 미치는 인솔에 대해 분석하였다. 특히 종족궁의 아치를 인위적으로 서서 체중을 가한 상태와 같은 평상시와 동일한 상태로 지속적으로 지지하였을 경우에 개별적인 균형능력의 변화를 추적하였다. 정상적인 신체 조건과 발모양을 유지하는 20대 남녀 각 10명씩 20명을 대상으로 종족궁 내측아치를 측정하여 아치를 지지하는 인솔을 개별적으로 제작하였으며, Tetrax 균형성 평가 장비를 이용하여 COP의 변위 패턴과 힘점의 이동거리를 착용 전, 후 비교하였다. 아치를 지지하는 인솔을 착용한 실험군이 균형능력 평가에서 약 22% 정도 상승되는 결과를 나타내었다. 본 비교 실험을 통해 종족궁의 내측아치를 지지하는 인솔 착용이 신체의 균형능력을 향상시키는데 도움이 되는 것으로 나타났다.

• Earthquakes and Structures
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• 제17권6호
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• pp.545-556
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• 2019

Bridge piers with bending failure mode are seriously damaged only in the area of plastic hinge length in earthquakes. For this situation, a modified method for the layout of longitudinal reinforcement is presented, i.e., the number of longitudinal reinforcement is increased in the area of plastic hinge length at the bottom of piers. The quasi-static test of three scaled model piers is carried out to investigate the local longitudinal reinforcement at the bottom of the pier on the seismic performance of the pier. One of the piers is modified by increased longitudinal reinforcement at the bottom of the pier and the other two are comparative piers. The results show that the pier failure with increased longitudinal bars at the bottom is mainly concentrated at the bottom of the pier, and the vulnerable position does not transfer. The hysteretic loop curve of the pier is fuller. The bearing capacity and energy dissipation capacity is obviously improved. The bond-slip displacement between steel bar and concrete decreases slightly. The finite element simulations have been carried out by using ANSYS, and the results indicate that the seismic performance of piers with only increasing the number of steel bars (less than65%) in the plastic hinge zone can be basically equivalent to that of piers that the number of steel bars in all sections is the same as that in plastic hinge zone.

• 대한조선학회 특별논문집
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• 대한조선학회 2005년도 특별논문집
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• pp.84-89
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• 2005

The double hull VLCC(Very Large Crude Oil Tanker) have been designed to have each four(4) longitudinal bulkheads and transverse bulkheads in general. Actually, the inside longitudinal bulkheads among four(4) longitudinal bulkheads, which are extended up to the end of the aft cargo hold for continuity of the members, have been designed with knuckled type inboard due to the narrowed hull shape at bottom region, but sometimes the straight type of longitudinal bulkheads were adopted based on the degree of the hull lines shape. However, regardless the type of longitudinal bulkheads, inside and outside longitudinal bulkheads conflict each other in aft cargo hold region This makes the structure more complex thus giving difficulties to structural design and production. Recently, a vessel of straight type was reported to have cracks on bracket end and tripping bracket toe in aft cargo hold region. As a solution to this problem, in designing the first 60m Beam VLCC, DSME developed a new cargo hold structure which is good in production and structural point of view by structural strength and fatigue analysis of fore and aft cargo hold.

• 의학교육논단
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• 제20권1호
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• pp.15-19
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• 2018

The longitudinal integrated clerkship is an innovative approach in medical education that emphasizes continuity as a key principle to provide student-centered experiences and learning. Seoul National University College of Medicine decided to adapt longitudinal integrated clerkships to the new curriculum beginning in 2018, and therefore conducted pilot studies in 2016 and 2017. This study aimed to analyze the program evaluation results of the two pilot programs and discuss issues related to the successful implementation of longitudinal integrated clerkships in Korea. We conducted a focus group interview with nine students who participated in the 2016 pilot program and 13 students who participated in the 2017 pilot program. We also conducted a focus group interview with 11 faculty members who either participated in the pilot program or will participate in the main program. From the 2016 experience, we found that it is not appropriate to assign each patient to a single student and let the students contact their patients personally for feasibility and safety reasons. In the 2017 pilot program, we assigned each patient to a group of students, which made it more feasible for the students to follow-up with their patients. The students were satisfied with their new experience of longitudinal patient follow-up and regular meetings in the pilot program. Faculty emphasized the importance of establishing the course objectives and holding an orientation for the students and the faculty. Further study is planned to evaluate the early outcomes of the main longitudinal integrated clerkship.