• 한국음향학회지
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• 제25권1호
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• pp.14-20
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• 2006

본 논문에서는 지연혼합에서의 암묵신호분리를 위해 분리행렬의 초기 값을 설정하는 방법을 제안한다. 혼합신호의 상호상관행렬에 대한 고유분리를 분석한 후, 고유벡터의 지연정보를 이용하여 초기 값으로 설정한다. 제안하는 방법을 기존의 주파수영역 독립성분분석 (FDICA: Frequency domain independent component analysis)에 초기 값으로 설정하여 분리 성능을 향상시킨다. 컴퓨터 시뮬레이션을 통해 제안하는 방법이 신호대간섭비 (SIR: Signal to Interference Ratio)가 우수하고 학습곡선의 수렴속도가 개선됨을 보인다.

• Computers and Concrete
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• 제17권6호
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• pp.787-799
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• 2016

Climate anomalies in recent years, numerous natural disasters caused by landslides and a large amount of entrained sands and stones in Taiwan have created significant disasters and greater difficulties in subsequent reconstruction. How to respond to these problems efficaciously is an important issue. In this study, the sands and stones were doped with recycled materials (waste LCD glass sand, slag powder), and material was mixed for recycled ready-mixed soil. The study is based on security and economic principles, using flowability test to determine the water-binder ratio (W/B=2.4, 2.6, and 2.8), a fixed soil: sand ratio of 6:4 and a soil: sand: glass ratio of 6:2:2 as fine aggregate. Slag (at concentrations of 0%, 20%, and 40%) replaced the cement. The following tests were conducted: flowability, initial setting time, unit weight, drop-weight and compressive strength. The results show that the slump values are 220 -290 mm, the slump flow values are 460 -1030 mm, and the tube flow values are 240-590 mm, all conforming to the objectives of the design. The initial setting times are 945-1695 min. The unit weight deviations are 0.1-0.6%. The three groups of mixtures conform to the specification, being below 7.6 cm in the drop-weight test. In the compressive strength test, the water-binder ratios for 2.4 are optimal ($13.78-17.84kgf/cm^2$). The results show that Recycled ready-mixed soil materials (RRMSM) possesses excellent flowability. The other properties, applied to backfill engineering, can effectively save costs and are conducive to environmental protection.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2007년도 정기 학술대회 논문집
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• pp.247-250
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• 2007

In korean traditional wooden structure, to know the critical pass of roof load transmission is very important. to know the critical pass of roof load transmission and to find the role of each dori members, used loading block and load cell. The total weight of loading blocks was 5,8880 N and the number of loading blocks were 16, The experimental fran1e has 1/2 scale. From middle-dori to outside-dori, the linearity of line can't guarantee. So, the distribution of roof load in dori is effected by the initial state of dori. In this research, to remove the effect of initial state, initial deformation was allowed by initial setting.

• 한국농공학회지
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• 제14권2호
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• pp.2593-2602
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• 1972

Plastic pipes Wrapped with synthetic filter are recently used for drainage or Collecting of Underground water. But it's use is possible only for small size of diameter less than 300mm, because large size plastic pipes are not readily availabe. For large diameter infiltration gallery, porous concrete pipes are now used, but it's heavy weight brings difficulties in making, moving and setting of the pipes. With it's conventional method of filter setting, fine sands are brought into the pipes to make trouble to lifting pumps and channels Therefore, initial construction cost and maintenance cost become high. To solve-this problem, new method is developed and tested. Small PVC pipes(diameter 14mm) are assembled at the site of construction to newly devised I beam type circls. The size of circular inpiltration gallery is optionally determined by I beam type circle which support small PVC pipes and is made of PVC amterial. This gallery are wrappd with syntheitc filter to prevent sand instruction. In this test, the diameter of 300, 400, 500mm were used. I beam type circles were made with PVC plated with thickness. t=6, 9, 12mm. Water quantity collected through the PVC circulor gallery are measured and the strengths of the gallery. 1. Allowable setting depth of gallery pipe below graund for the case of t=6mm, D=500mm is 2.72m. 2. Collected water quantity depends on soil texture, depth of water grandient of water surface, filter material angle of setting etc. 3. About 126% of water quantity collected from the one gallery pipe measured in two gallery pipes of two parallel installation.

• 콘크리트학회논문집
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• 제17권6호
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• pp.879-884
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• 2005

응결시간은 터널 라이닝과 경사면의 보강 등의 품질에 영향을 미치는 매우 중요한 인자이다. 그러나 현재까지도 이를 개선하는데 이용될 급결제의 품질에 대한 기준은 잘 정립되어 있지 않은 상태이다. 본 연구에서는 급결제를 혼합한 시멘트의 응결시간 측정방법에 대한 평가가 Gillmore 및 Vicat needle 시험법들을 이용하여 수행되었다. 양 시험법에 있어서, 초결과 종결에 관계없이 동시첨가법이 후첨가법보다 우수하게 나타났다. Gillmore needle 시험법에서는 2종류의 측정법이 사용되었으며 동일한 급결제를 사용한 경우에도 시멘트의 종류에 따라 응결시간이 서로 달랐다. 따라서 급결제 제조사에서는 시멘트의 종류에 덜 민감한 급결제의 개발에 관심을 더 두어야 함을 알 수 있다. 한편, Vicat needle 시험법에서는 6종류의 측정법이 사용되었으며 급결제의 측정 방법에 대한 적절한 방법이 다음과 같이 제안되었다. (1) 사용되는 재료의 온도는 적절히 제어되어야 한다. (2) 급결제의 특성을 평가하기 위해서는 시멘트 무게 대비 $5\%$의 급결제를 사용해야 한다.

• 한국약용작물학회지
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• 제9권3호
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• pp.186-191
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• 2001

현재 우리나라에서 자생하거나 식재하고 있는 오갈피나무속 식물의 7종에 대한 개화와 결실의 특성을 연구하여 재배체계 확립과 육종에 관한 기초자료를 얻고자 삽목재배 7년생을 대상으로 연구를 수행하였다. 개화시는 당오갈피가 5월 9일로 가장 빠르고 개오갈피가 8월 23일로 가장 늦었으며, 개화기간은 당오갈피가 12일로 제일 짧고 오갈피가 42일로 제일 길었다. 주당소화수는 오갈피와 지리오갈피가 각각 4677.7, 4634.0으로 높았고 개오갈피와 당오갈피가 저조했다. 화방당착과수는 오갈피가 가장 많았고 착과율은 당오갈피가 95%로 제일 수치가 높았다. 결실율은 오갈피, 지리오갈피, 섬오갈피, 개오갈피 및 서울오갈피가 ${92{\sim}95%}$로 높은 반면, 가시오갈피와 당오갈피는 ${11{\sim}37%}$로 낮았다. 100립당 건과중은 오갈피가 6.7g으로 가장 무거웠고 섬오갈피가 3.2g으로 가장 가벼웠으며 주당건과중은 오갈피와 지리 오갈피 에서 높은 수량을 보였고 가시오갈피, 개오갈피 및 당오갈피는 저조하였다.

• Industrial Engineering and Management Systems
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• 제10권2호
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• pp.134-139
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• 2011

The problem of scheduling in permutation flowshops has been extensively investigated by many researchers. Recently, attempts are being made to consider more than one objective simultaneously and develop algorithms to obtain a set of Pareto-optimal solutions. Varadharajan et al. (2005) presented a multi-objective simulated-annealing algorithm (MOSA) for the problem of permutation-flowshop scheduling with the objectives of minimizing the makespan and the total flowtime of jobs. The MOSA uses two initial sequences obtained using heuristics, and seeks to obtain non-dominated solutions through the implementation of a probability function, which probabilistically selects the objective of minimizing either the makespan or the total flowtime of jobs. In this paper, the same problem of heuristically developing non-dominated sequences is considered. We propose an effective heuristics based on simulated annealing (SA), in which the weighted sum of the makespan and the total flowtime is used. The essences of the heuristics are in selecting the initial sequence, setting the weight and generating a solution in the search process. Using a benchmark problem provided by Taillard (1993), which was used in the MOSA, these conditions are extracted in a large-scale experiment. The non-dominated sets obtained from the existing algorithms and the proposed heuristics are compared. It was found that the proposed heuristics drastically improved the performance of finding the non-dominated frontier.

• 한국건축시공학회지
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• 제21권1호
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• pp.11-19
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• 2021

본 연구는 타일 떠붙임 시멘트 모르타르의 시멘트 : 잔골재의 혼합 비율인 모르타르 배합비에 따른 품질 특성 및 시공성에 대한 관능 평가를 실시한 것이다. 즉, 타일 시공 후 타일 탈락 하자와 관련한 타일 부착량 및 바탕 부착 하중 시험을 통해 타일 떠붙임 시공 시 콘크리트 바탕면과 타일면의 부착 성상이 서로 다른 것을 알 수 있었다. 또한, 시공성에 관한 관능 평가 결과 타일 떠붙임 모르타르의 시멘트에 대한 잔골재의 질량 비율인 S/C 6 이상은 도기질 타일과의 초기 부착성은 우수하나, 마감 조정성이 불량하고, 바탕면에서 처짐 발생 우려가 있다. 반면, S/C 4 이하는 마감 조정성은 좋으나, 초기 부착성이 저하하고, 바탕면에서 점성에 의한 처짐 등으로 시공성이 저하하며, 부착강도가 저하하여 타일과 모르타르의 계면 탈락 우려가 있는 것으로 평가되었다. 따라서 도기질 타일용 타일 떠붙임 모르타르의 우수한 품질 및 시공성을 확보하기 위해서는 S/C 5 전후가 가장 적정한 혼합 비율로 평가되었다.

• 콘크리트학회논문집
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• 제11권6호
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• pp.69-78
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• 1999

Hydroxyethyl cellulose -based-viscosity modifying admixture and melamine-basd-superplasticizer were selected to be admixtures for self-compacting concrete based on the test results of fluidity and air content of mortar using 3 different viscosity modifying admixtures. The experimental results show that the initial and final set of self-compacting concrete and fly ash concrete with viscosity modifying admixture only have been delayed approximately 5 hours and 8~9 hours, respectively. It is found that the optimum dosage of viscosity modifying admixtures, coarse aggregate and cement content are 0.2% of water content, under 742 kg/$\textrm{m}^3$ and over 364 kg/$\textrm{m}^3$, respectively. Test results also show that the optimum fly ash in replacement of cement is 10% of cement weight for the enhancement of fluidity and long-term strength.

• International Journal of Fuzzy Logic and Intelligent Systems
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• 제3권2호
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• pp.178-186
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• 2003

Recently, many researchers have been interested in biometric systems such as fingerprint, handwriting, key-stroke patterns and human iris. From the viewpoint of reliability and robustness, iris recognition is the most attractive biometric system. Moreover, the iris recognition system is a comfortable biometric system, since the video image of an eye can be taken at a distance. In this paper, we discuss human iris recognition, which is based on accurate iris localization, robust feature extraction, and Neural Network classification. The iris region is accurately localized in the eye image using a multiresolution active snake model. For the feature representation, the localized iris image is decomposed using wavelet transform based on dyadic Haar wavelet. Experimental results show the usefulness of wavelet transform in comparison to conventional Gabor transform. In addition, we present a new method for setting initial weight vectors in competitive learning. The proposed initialization method yields better accuracy than the conventional method.