• 대한건축학회논문집:계획계
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• 제34권9호
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• pp.31-42
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• 2018

With the rapid progress of urbanization today, communities among members of society have collapsed. For dealing with the collapse of communities, special laws regarding urban regeneration revitalization and support were enforced and each local government founded community centers to revitalize urban village communities. These community centers were built to play a pivotal role in communities, but they have difficulties managing and supervising. Therefore, this study aims to provide basic data for community center planning and revitalization by examining and analyzing the present state of community center spaces for creation of communities among residents and the present state of use so the existing purpose of establishment as a base space of village community revitalization can be achieved in the future. For this study, first, in the literature review, the concepts of village community and community center were established, based on a theoretical consideration, and the need of research was identified through consideration of preceding studies. Second, in relation to the present state of use, the present state of community center spaces, programs, management and supervision, locations and populations was investigated and analyzed, and community center users' basic characteristics, satisfaction and consciousness of community centers were examined and analyzed. Based on this method and analysis, this study is focused on providing basic data for community center revitalization and planning.

• 대한건축학회논문집:계획계
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• 제35권3호
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• pp.91-102
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• 2019

This study explores the causes and processes of morphological transformation of apartment complexes in Busan. All apartment complexes built until the year 2016 were selected for statistical analysis, drawing/map examination, field observation, selected expert interviews based on 6 periodical groups: Period I(~1990), Period II(1991~1995), Period III(1996~2000), Period IV(2001~2005), Period V(2006~2010), and Period VI(2011~2016). The research argues for three 'arrangement' types, P1U, L1U and P2U, which have dominated the whole periods occupying 88% of the total 260 complexes. The switch of the leading type represents for morphological transformation of apartment complexes. Four aspects, density(F.A.R.), height(maximum number of floors), deformed-building-type ratio, and building-orientation, have affected the change of 'arrangement' types. Density was the major cause of the arrangement-type switch, from P1U to L1U, on Period II(1991~1995). The morphological change, from type L1U to P2U, on Period V(2006~2010) was caused by height and orientation, and is correlated with the increased number of deformed-type buildings. The first phase morphological change on Period II(1991~1995) was resulted by the supply side of apartment. However, the second phase transformation on Period V(2006~2010) had gone through the complex process including reflection of consumers' demands. The significance of research is to reveal the morphological transformation process of apartment complexes through analytical investigation of the entire apartment data in Busan. The result shows that the major change of urban paysage started to occur from Period V(2006~2010), and the superficial evaluation on apartment 'being monotonous and repetitive' may not be proper at least from the perspective of town plan.

• 대한건축학회논문집:구조계
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• 제34권9호
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• pp.3-10
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• 2018

While computer environments have been dramatically developed in recent years, as the building structures become larger, the structural analysis models are also becoming more complex. So there is still a need to model one shear wall with one finite element. From the viewpoint of the concept of FEA, if one shear wall is modeled by one finite element, the result of analysis is not likely accurate. Shear wall may be modelled with various finite elements. Among them, considering the displacement compatibility condition with the beam element connected to the shear wall, plane stress element with in-plane rotational stiffness is preferred. Therefore, in order to analyze one shear wall with one finite element accurately, it is necessary to evaluate finite elements developed for the shear wall analysis and to develop various plane stress elements with rotational stiffness continuously. According to the above mentioned need, in this study, the theory about a plane stress element using hierarchical interpolation equation is reviewed and stiffness matrix is derived. And then, a computer program using this theory is developed. Developed computer program is used for numerical experiments to evaluate the analysis results using commercial programs such as SAP2000, ETABS, PERFORM-3D and MIDAS. Finally, the deflection equation of a cantilever beam with narrow rectangular section and bent by an end load P is derived according to the elasticity theory, and it is used to for comparison with theoretical solution.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제15권7호
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• pp.2513-2530
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• 2021

With the fast development of information and communication technologies, video streaming services and applications are increasing rapidly. However, the network condition is volatile. In order to provide users with better quality of service, it is necessary to develop an accurate and low-complexity model for Quality of Experience (QoE) prediction of time-varying video. Memory effects refer to the psychological influence factor of historical experience, which can be taken into account to improve the accuracy of QoE evaluation. In this paper, we design subjective experiments to explore the impact of Short-Term Memory (STM) on QoE. The experimental results show that the user's real-time QoE is influenced by the duration of previous viewing experience and the expectations generated by STM. Furthermore, we propose analytical models to determine the relationship between intrinsic video quality, expectation and real-time QoE. The proposed models have better performance for real-time QoE prediction when the video is transmitted in a fluctuate network. The models are capable of providing more accurate guidance for improving the quality of video streaming services.

• 한국지반환경공학회 논문집
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• 제12권2호
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• pp.45-53
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• 2011

쏘일네일 공법은 일반적으로 한계평형해석법을 토대로 검토한 사면안정해석결과를 이용하여 설계기준안전율 이상을 만족하면 안정한 것으로 판단하여 설계하고 있다. 그러나 쏘일네일의 길이가 짧은 경우 설계기준안전율을 만족하고도 발생변위가 과다하여 사용상에 문제가 발생하는 경우가 있다. 본 연구는 대형파괴재하시험결과에 의한 재하하중-안전율 및 재하하중-발생변위비와의 관계를 분석하여 쏘일네일 보강벽체의 안전율-발생변위비와의 상관관계를 분석하였으며, 분석결과 쏘일네일 보강벽체의 사용한계상태에 해당하는 발생 변위비 0.3% 이내를 만족하기 위해서는 한계평형해석에 의한 안전율이 최소 1.35 이상을 확보하여야 할 것으로 평가되었다. 또한 한계평형해석결과 최소 안전율 1.35 이상을 만족하여도 지반의 전단강도가 작거나 벽체높이가 높을 경우 사용한계상태에 해당하는 발생 변위비 0.3% 이내를 만족하지 못하는 경우가 있어 수치해석을 통한 발생변위 검토가 필요할 것으로 판단된다.

• 척추신경추나의학회지
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• 제16권2호
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• pp.97-105
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• 2021

Objectives This study is aimed to evaluate cost-effectiveness of treatment of Korean Medicine for whiplash associated disorders (WAD) and to suggest the direction of future research. Methods We searched papers in Pubmed database to use some keywords indicating whiplash injury syndrome, treatment of Korean Medicine and cost-effectiveness. After searching, appropriate papers were selected depending on the exclusion criteria. The selected papers were analyzed in the sections of author, publication year, intervention and control groups, outcome measurement, the list including in the cost, cost-effectiveness, cost-utility and study design. Results Four studies about effect of Korean medicine and 3 studies about economic evaluation were finally included. Acupuncture was effective for balance disorder and neck pain. Economic evaluation studies used analytical decision model or cost-consequence analysis. Cost-effectiveness analysis using visual analog scale and cost-utility analysis using quality adjusted life years were performed. Initiating timing of proper management affected the consequence of treatments. Direct and indirect medical costs including supportive devices, and non-medical costs such as litigation were considered. Conclusions We conclude that studies haven't been conducted so far to evaluate the cost-effectiveness of Korean Medicine in whiplash injury syndrome. Thus, future studies are needed in this section.

• 대한물리치료과학회지
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• 제28권3호
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• pp.11-29
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• 2021

Background: The purpose of this study is to investigate the effects of virtual reality on gait, balance, and upper extremity functions compared to other independent variables or no variables. Additionally, the possibility of virtual reality for stroke patients was discussed. Design: Meta-analysis. Methods: The search for this study was a search term that combined stroke, virtual reality, and training, and the electronic search was conducted through EMBASE, MEDLINE, and Cochrane Library. As a result of the search, 21 studies satisfying the selection criteria of the target study were confirmed as the final analysis target. This study consisted of 21 randomized experimental studies and 21 randomized controlled trials, and the total number of participants was 642. [Experimental group (n=314), control group (n=328); total 642]. As a result of the study, upper extremity function was assessed using a box and block test, a modified Ashworth scale, and a scale including range of motion. The balance was evaluated by the berg balance scale. Gait was a Timed Up and Go test (TUG), stride length, and gait function. Scales including a walking rate scale were evaluated. The effect size for the intervention of the analytical study was meta-analyzed with the RevMan 5.3.3 program of the Cochrane library. Results: The results of the study showed that the function of walking was statistically significant. Balance showed statistically significant results. The upper extremity function showed no statistically significant results. Conclusion: Through this rehabilitation treatment by applying virtual reality environment to the rehabilitation of stroke patients in the future can be proposed as an effective intervention method for the balance and gait function of stroke patients.

• 한국구조물진단유지관리공학회 논문집
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• 제26권1호
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• pp.58-66
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• 2022

이 연구에서는 FRP 보강근과 콘크리트의 횡방향 열팽창 거동이 콘크리트 피복두께에 미치는 영향을 살펴보기 위해 온도 20℃를 기준으로 -70℃~80℃까지 변화시켜가며, 콘크리트의 거동을 해석적으로 검토하였다. 이를 위해 서로 다른 FRP 보강근의 지름과 피복 두께를 가지는 FRP 보강근 콘크리트를 대상으로 이론적 탄성해석과 비선형 유한요소해석을 수행하였다. 그 결과, 음의 온도차이에서는 콘크리트가 압축을 받아 이론적 변형율 결과와 유한요소결과가 유사하였지만, 양의 온도차이에서는 콘크리트에 인장응력이 발생하고 더 나아가 균열이 발생하여 이론적 결과보다 1.2~1.4 배 큰 변형률을 나타내었다. 또한 FRP 보강근의 지름과 콘크리트의 피복두께 비(c/db)가 균열의 발생과 밀접한 연관이 있으며, 보강근의 지름에 비하여 피복두께가 부족할 경우 균열이 발생하여 구조물의 사용성이 저하되었다. FRP 보강근의 횡방향 열팽창계수는 콘크리트보다 3배 이상 크기 때문에, 설계 시 이에 대한 고려가 필요하다고 판단되었다.

• 한국ITS학회 논문지
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• 제20권6호
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• pp.1-13
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• 2021

본 연구에서는 도로교통분야의 계획, 설계, 유지관리, 연구 등 다양한 목적으로 활용되고 있는 교통량 데이터의 정확도 확보를 위해 시계열 분석 기법을 적용하여 교통량 데이터의 보정 및 예측을 수행하였다. 기존 알고리즘의 경우 주기성 및 계절성이 강하거나 불규칙한 데이터에 한계를 보이고 있어 교통량 데이터와 같은 자료에 적용하기에는 한계가 있다. 이러한 한계점을 극복하고 보완하기 위해 ARIMA 모형에 자기상관 모형인 SAR(Seasonal Auto Regressive)과 계절 이동평균 모형인 SMA(Seasonal Moving Average)가 결합된 분석 기법인 SARIMA 모형을 적용하였다. 분석결과 최적 파라미터 조합인 SARIMA(4,1,3)(4,0,3) 12 모형을 활용한 교통량 예측 결과 평균 85% 정도의 우수한 성능을 보였다. 본 연구를 통해서 교통량 데이터의 결측 발생 시 교통량 보정 및 예측의 정확도를 높일 수 있으며, 교통량 데이터 외에도 계절성에 영향을 받는 시계열 데이터에 적용이 가능하다.

• 터널과지하공간
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• 제31권6호
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• pp.415-427
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• 2021

본 기술보고는 개발 중인 암반 커팅 스플리팅 공법을 간략히 소개하였다. 이 공법은 암반 커팅 공정 후 블럭을 스플리팅하여 암반을 굴착하는 공법이다. 암반면의 커팅 지오메트리를 설계한 후 치즐을 압입하여 암석블록을 제거하는 방식이다. 이 때 적절하게 커팅블록이 설계되어야 원활한 암석블록 하단부에 인장균열이 원활히 전파된다. 인장균열 성장에 필요한 파괴인성 모드1을 이용하여 암석블럭의 스플리팅에 필요한 압입력을 추산하는 분석해를 고안하였다. 굴착기의 유압브레이커의 타격력을 분석하였고, 암석블록 설계 지오메트리에 따라 시공가능한 굴착기 등급을 분석하였다.