• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.240-240
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• 2020

강우 시 우수관로 내부의 수리 거동(유속, 수위)에 영향을 미치는 대표적인 매개변수는 관로의 조도계수와 손실계수 등이 있다. 이 중 조도계수는 관로 내부의 퇴적 및 협잡물로 인한 조도높이 변화에 따른 관로 내의 수리학적 거동을 평가할 수 있는 매개변수이며 손실계수는 관로의 확대, 축소, 만곡 등에 의한 에너지 감쇄 효과에 따른 관로 내 수리학적 변화를 평가할 수 있는 매개변수이다. 본 연구에서는 서울시 주요 배수구역에 대해 관로 조도계수 및 손실계수 변화에 따른 수위, 유속 변동성을 SWMM으로 분석하였다. 연구에 적용한 대상 배수구역은 반포 02 (방배1), 안양천 13 (봉천1), 성내 05 (길동), 안양천 11(신림4), 반포 03 (방배2), 안양천 01 (오류1), 성내 03 (천호)로 총 7개 배수구역이다. 모형수행을 위한 조건으로 조도계수는 0.015 ~ 0.120 구간에 대해 0.003 단위로 증가시키며 총 12개 CASE를 적용하였으며 손실계수는 0.0 ~ 0.5 구간에 대해 0.1 단위로 총 6개 CASE를 적용하였다. 관로 수리특성에 따른 수심, 유속의 변화량 분석 결과는 관로 및 유역의 크기별로 변화의 폭이 매우 크므로 상자-수염그림(Box-whisker plot) 이용하여 중간값의 변화 정도를 검토하였다. 조도계수 증가에 따른 수심증가, 유속 감소치의 중간값을 분석한 결과 조도계수가 0.013에서 0.034로 증가 시 수심은 40.6% 증가하고 유속은 47.4% 감소하는 것으로 검토되었다(그림 1, 2). 한편, 손실계수 증가에 따른 수심증가, 유속 감소치의 중간값을 분석한 결과 조도계수가 0.0에서 1.6으로 증가시 수심은 15.7% 증가하고 유속은 15.0% 감소하는 것으로 검토되었다. 이상과 같은 연구의 성과는 우수관로 내부의 다양한 여건 변화가 강우 시 관로 내 수리특성에 미치는 영향을 판단하기 위한 기초 자료로 활용할 수 있으며 향후, 우수관로 모니터링 결과와 연계하여 유지관리 방안 수립에 활용할 수 있을 것으로 판단된다.

• Proceedings of the Korean Society of Computer Information Conference
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• 2024.01a
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• pp.31-34
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• 2024

태양광 에너지는 탄소 중립 이행을 위한 주요 방안으로 많은 주목을 받고 있다. 태양광 발전량은 여러 환경적 요인에 따라 크게 달라질 수 있으므로, 정확한 발전량 예측은 전력 네트워크의 안정성과 효율적인 에너지 관리에 근본적으로 중요하다. 대표적인 인공지능 기술인 신경망(Neural Network)은 불안정한 환경 변수와 복잡한 상호작용을 효과적으로 학습할 수 있어 태양광 발전량 예측에서 우수한 성능을 도출하였다. 하지만, 신경망은 모델의 구조나 초매개변수(Hyperparameter)를 최적화하는 것은 복잡하고 시간이 많이 드는 작업이므로, 에너지 분야에서 실제 산업 적용에 한계가 존재한다. 본 논문은 2단계 신경망 최적화를 통한 태양광 발전량 예측 기법을 제안한다. 먼저, 태양광 발전량 데이터 셋을 훈련 집합과 평가 집합으로 분할한다. 훈련 집합에서, 각기 다른 은닉층의 개수로 구성된 여러 신경망 모델을 구성하고, 모델별로 Optuna를 적용하여 최적의 초매개변숫값을 선정한다. 다음으로, 은닉층별 최적화된 신경망 모델을 이용해 훈련과 평가 집합에서는 각각 5겹 교차검증을 적용한 발전량 추정값과 예측값을 출력한다. 마지막으로, 스태킹 앙상블 방식을 채택해 기본 초매개변숫값으로 설정해도 우수한 성능을 도출하는 랜덤 포레스트를 이용하여 추정값을 학습하고, 평가 집합의 예측값을 입력으로 받아 최종 태양광 발전량을 예측한다. 인천 지역으로 실험한 결과, 제안한 방식은 모델링이 간편할 뿐만 아니라 여러 신경망 모델보다 우수한 예측 성능을 도출하였으며, 이를 바탕으로 국내 에너지 산업에 이바지할 수 있을 것으로 기대한다.

• Journal of Hospice and Palliative Care
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• v.11 no.4
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• pp.188-195
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• 2008

Purpose: The purpose of this study was to analyze the effects of aromatherapy on stress using meta-analysis. Methods: Meta-analysis was done with 21 published studies, and data were analyzed with the SAS 9.1 program. Results: Fifty eight effect size was estimated with data from 21 published studies. Overall mean effect size (ES), and mean effect size of dependence variables according to the type of intervention and subject and according to the total amount of time spent in aromatherapy were estimated. Overall mean effect size of the effects of aromatherapy was .593, and the subjective stress (.983) was most effective in the physiological faculty, followed by mean effect size of cortisol (.648) and pulse (.40). On the other hand, mean effect size of systolic blood pressure (.490) was moderate, and that of diastolic blood pressure (.401) was not large. Mean effect size of elderly (.706) cancer patients was considerable(.337). There were significant differences depending on the subjects. With regards to the types of aromatherapy, the effect size of aroma massage combined with inhalation therapy was .590, and there were no significant differences between the intervention methods. With regards to the time of intervention, $20{\sim}30$ minutes spent in aromatherapy was .730, and there were no significant differences between the times of intervention. The relationship between the effect size and intervention frequency was r=.349 and showed significant difference. Conclusion: This result suggests that aromatherapy is an effective intervention to reduce stress for subjects. Nursing intervention protocol by using aromatherapy should be developed and applied in clinical and community settings. Further studies on the effects of aromatherapy on stress should be done by using meta-analysis.

• Journal of Korean Society of Steel Construction
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• v.10 no.4 s.37
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• pp.565-575
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• 1998

This study presents overall process for designing and constructing a prestressed frame overpass using temporary piers. For the purpose of automating the design process, this study presents a computer program. According to the effective span(20m, 25m, 30m, 35m, 40m, 45m), this study performed parametric analysis and eventually presented appropriate cross section and compared this cross section with that of the existing simple steel overpass in girder height and quantify of the steel. $26{\sim}48%$ for gilder height and $25{\sim}34%$ for quantify of the steel are reduced as the result of study for span length $20{\sim}45m$. As long as the span length. the reduction rate was large.

• Journal of the Earthquake Engineering Society of Korea
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• v.16 no.2
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• pp.1-13
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• 2012

Seismic fragility functions are derived for probabilistic evaluation of seismic control performance of energy dissipation devices installed in reinforced concrete structures. Displacement-dependent dampers are added to the nonlinear single-degree-of-freedom systems with different natural periods and hysteretic characteristics of which stiffness and strength has uncertainty. Nonlinear time history analysis is conducted for those SDOF systems and the result is processed statistically to obtain seismic fragility functions in the form of log normal distribution. Variation of seismic fragility functions for different parameters of SDOF systems and dampers are investigated and the seismic control performance is assessed probabilistically.

• Tunnel and Underground Space
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• v.8 no.3
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• pp.209-225
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• 1998

Recently, Umbrella Arch Method(UAM), one of the auxiliary techniques for tunnelling, is used to reinforce the ground and improve stability of tunnel face. Because UAM combines the advantages of a modern forepoling system with the grouting injection method, this technique has been applied in subway, road and utility tunnel sites for the last few years in Korea. Also, several research results are reported on the examination of the roles of inserted pipes and grouted materials in UAM. But, because of its empirical design and construction methodology, more qualitative and systematic design sequences are needed. Therefore, above sequences using numerical analysis are proposed and, the effects of some design parameters were studied in this research. In order to acco,mplish these objects, first, the roles of pipe and grouting materials, steel-rib and the others in ground improving mechanism of UAM are clarified. Second, the effects of design parameters are investigated through parametric studies. Design parameters are as follows; 1) ground condition, 2) overburden, 3) geometrical formulation of pipes, 4) grouting region and 5) characteristics of pipes.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.9
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• pp.533-542
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• 2016

The periodic maintenance of bridges is necessary once they have been constructed and its cost depends on various factors, such as their condition, environmental conditions and so on. To make a decision support system, it is essential to establish a basic reconstruction cost model. In this study, a regression model is suggested for calculating the reconstruction cost for typical cases and influential factors, depending on the type of bridge and its components, by analyzing the basic bridge specifications based on the data of the Bridge Management System (BMS). The details for each case were estimated in consideration of the cost calculation variables. The details for each case were estimated in consideration of the cost calculation variables. The cost model for the new construction of the superstructure, substructure and foundation and the temporary bridge construction and demolition costs were drawn from the regression analysis of the estimation results of typical cases according to the cost calculation variables. The reconstruction costs for different types of bridge were obtained using the cost model and compared with those in the literature. The cost model developed herein is expected to be utilized effectively in maintenance decision making.

• The Journal of the Korea Contents Association
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• v.11 no.1
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• pp.216-224
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• 2011

This study conducted a secondary analysis by using original data of performed by Korea Institute for Health and Social Affairs to determine factors affecting health-related quality of life in the elderly. The results were as follows. For medical health condition, it became longer in endocrine diseases and cardiovascular diseases. In the case of functional health condition, subjects with musculoskeletal diseases showed higher functional health condition. Subjective health condition, while it became worse in digestive diseases and musculoskeletal diseases in the order, it recorded the best score when subjects did not have any musculoskeletal disease. Quality of life, while it became lower in endocrine diseases in the order, it was the highest when subjects did not have any musculoskeletal disease. Thus, increase of subjective health status for the elderly is important in the future.

• Education of Primary School Mathematics
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• v.10 no.2
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• pp.125-139
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• 2007

The purpose of this study seeks entry into a method to make the use of educational aids popular. To achieve it, it is observed that instructions applying worksheets to make an activation of use of educational aids have influences on mathematical achievement and mathematical disposition and attitude. All variables exception with the frequence of use of educational aids are controlled in both experimental group and comparative group. According to the result, there is no significant difference of mathematical achievement in pre t-test between two groups, while experimental group get 10 points higher than comparative group in average (t=0.519, p<0.01). On the other hand, within intra-experimental group the influences of use of educational aids on mathematical achievement is positive without the achievement levels of students. The difference dependent on the levels of student is sought by ANCOVA using prescores as a covariance, and it appears in the significance level of 5%(F=4.885, p<0.05), and the effect is more in the lower level of students than in the middle and high level.

• Korean Journal of Construction Engineering and Management
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• v.20 no.5
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• pp.72-82
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• 2019

The purpose of this study is to find out how any organizational response or dispute-related consulting has a significant impact on management performance before or during a dispute over a construction subcontract dispute. In this study, multiple regression models were used to analyze the impact on consulting performance. According to the result of the analysis, the positive effects on the overall external consulting effect is influenced by five variables such as financial values, increase of the number of disputes, construction of response system by contents, construction of response system in each period, dispute response external response system. The original business operators were also more likely to be affected by internal activities of conflict response companies and the extent to which external response systems were established. This means that the supply and demand service provider's business environment is relatively poor, forcing it to be lower than the internal and external activities and influences of the original business operators of the conglomerates.