• Journal of the Korean Chemical Society
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• v.32 no.6
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• pp.528-535
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• 1988

The rates of oxygen ring formation of $[Mo_2O_3(Ox)_2(OxH)_2(NCS)_2]$ have been investigated spectrophotometric method in binary aqueous mixtures. Temperature was $20^{\circ}C$ to $40^{\circ}C$ and pressure was varied up to 1500 bar. The observed rate constants are increased by hydrogen ion and decreased by thiocyanate. The more increasing of co-solvents dielectric constant, the more stable intermediate is formed. The observed rate constant is given by, $k_{obs}^{-1} = k^{-1} (1 + K^{-1}[H_2O]^{-1}) All activation parameters are positive values. The oxygen ring formation of [Mo_2O_3(Ox)_2(OxH)_2(NCS)_2]$ is believed to be a interchange-dissociative mechanism..

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.1
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• pp.127-135
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• 2005

Recently, as the concrete structures are becoming bigger, higher, longer and more special, high strength concrete is demanded. But the fracture behavior of high strength concrete is shown more brittle than that of the normal strength concrete. Therefore, in order to improve the brittle fracture behavior and crack propagation resistance, ACI Committee363 has been recommend the use of fiber reinforced concrete which showed superior property against the crack propagation resistance. On the other hand, bridges, concrete pavements and railroads etc. have been exposed to the repetition loading at least several million times during the service life. Therefore, fatigue load is dominantly most of all, but it is very difficult to estimate the suitable fatigue strength calculated by fatigue load. In this research, in order to examine the fatigue behavior of hybrid fiber reinforced high strength concrete, the static and fatigue tests were carried out. And from these results, it was estimated the fatigue strength of hybrid fiber reinforced high strength concrete.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.4
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• pp.111-119
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• 2016

Rebound hammer test, SonReb method and concrete core test are most useful testing methods for estimate the concrete compressive strength of deteriorated concrete structures. But the accuracy of the NDE results on the existing structures could be reduced by the effects of the uncertainty of nondestructive test methods, material effects by aging and carbonation, and mechanical damage by drilling of core. In this study, empirical procedure for verifying the in-situ compressive strength of concrete is suggested through the probabilistic analysis on the 268 data of rebound and ultra-pulse velocity and core strengths obtained from 106 bridges. To enhance the accuracy of predicted concrete strength, the coefficients of core strength, and surface hardness caused by ageing or carbonation was adopted. From the results, the proposed equation by KISTEC and the estimation procedures proposed by authors is reliable than previously suggested equation and correction coefficient.

• Journal of the Korea Society of Computer and Information
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• v.26 no.6
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• pp.19-28
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• 2021

Nowadays, interest in health care is increasing due to Coronavirus (COVID-19), and a lot of people are doing home training as there are more difficulties in using fitness centers and public facilities that are used together. In this paper, we propose a personalized exercise recommendation algorithm using personalized propensity information to provide more accurate and meaningful exercise recommendation to home training users. Thus, we classify the data according to the criteria for obesity with a k-nearest neighbor algorithm using personal information that can represent individuals, such as eating habits information and physical conditions. Furthermore, we differentiate the exercise dataset by the level of exercise activities. Based on the neighborhood information of each dataset, we provide personalized exercise recommendations to users through a dimensionality reduction algorithm (SVD) among model-based collaborative filtering methods. Therefore, we can solve the problem of data sparsity and scalability of memory-based collaborative filtering recommendation techniques and we verify the accuracy and performance of the proposed algorithms.

• Journal of the Korean Geotechnical Society
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• v.23 no.5
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• pp.5-14
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• 2007

The purpose of this study is to evaluate the normalized behaviors of existing bridge foundations reinforced by micropiles. In order to do numerical method a finite element program was used to predict the micropile behavior and quantify their reinforcing effects on existing bridge foundations. In addition, the installation effects of battered micropiles on existing foundations were compared with vertically reinforced bridge foundations. Based on the study performed, it was found that the use of battered micropiles more efficiently reduces displacement of existing foundations than vertically installed micropiles under vertical and horizontal loadings, respectively. The batter angle of micropiles was also found to be most effective at about $15^{\circ}{\sim}20^{\circ}$ in reducing the vertical displacement. The horizontal reinforcing effect continues to be larger with an increase in batter angles. So, it is believed that the results presented could give an idea to enhance In-service performance of existing bridge foundations reinforced by micropiles.

• Clean Technology
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• v.20 no.3
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• pp.218-225
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• 2014

Catalytic gasification of raw coals at mild condition is not realized yet mainly due to deactivation of catalysts via their irreversible interaction with mineral matters in coal. In this work, the gasification behavior of ash-free coal (AFC) was compared with that of the parent raw coal. In order to modify the gasification conditions, the raw coal gasified with fixed variables (water supply, space velocity, temperature, catalysts) in a fixed bed reactor. When catalysts are added by physical mixing method with coal, $K_2CO_3$ was the most effective additives for steam gasification of coal. However, the activity of ash-free coal (AFC) was much less reactive than raw coal due to high temperature extraction in a 1-methylnaphthalene under 30bar at $370^{\circ}C$ for 1 h, almost removed oxygen functional groups, and increased carbonization. The addition of $K_2CO_3$ in AFC achieved higher conversion rate at low temperature ($700^{\circ}C$). At that time, the molar ratio of gases ($H_2/CO$ and $CO_2/CO$) was increased because of water-gas shift reaction (WGSR) by addition of catalysts. This shows that catalytic steam gasification of AFCs is achievable for economic improvement of gasification process at mild temperature.

• The Journal of the Acoustical Society of Korea
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• v.14 no.1E
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• pp.14-21
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• 1995

This paper presents a parallel sorting algorithm suitable for the SIMD multiprocessor. The algorithm finds pivots for partitioning the data into ordered subsets. The data can be evenly distributed to be sorted since it uses the probability theory. For n data elements to be sorted on p processors, when $n{\geq}p^2$, the algorithm is shown to be asymptotically optimal. In practice, sorting 8 million data items on 64 processors achieved a 48.43-fold speedup, while the PSRS required a 44.4-fold speedup. On a variety of shared and distributed memory machines, the algorithm achieved better than half-linear speedups.

• Applied Chemistry for Engineering
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• v.4 no.3
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• pp.583-590
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• 1993

O-Diethylaminoethyl chitosan containing weak cation exchange group had been synthesized. It was used to separate albumin and lysozyme as stationary phase in liquid chromatography column. The separation of acidic and basic dyes were preliminarily conducted to investigate the effect of polarity parameter of solvents. Based on this result, we investigated various factors on the separation efficiency of chromatography in column. In the case of using water-methanol as cosolvent, the resolution factor depended on the polarity parameter. The best resolution factor was 1.42 for DEAE-chitosan with the degree of substitution of 0.23.

• Journal of environmental and Sanitary engineering
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• v.22 no.4
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• pp.55-63
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• 2007

We investigated the distribution and drug susceptibility test of V. vulnificus isolated from environmental sources in Incheon. In this survey, total 4,302 samples were obtained from different sites of the Incheon coastal area during the periods from march 2004 to November 2006. Among the 4,302 samples, 310 strains were isolated. The isolation rates of Vibrio vulnificus from fish, shellfish, estuarine water and sediment were 6.7%, 4.7%, 12.4% and 23.2%, respectively. The highest isolation rate was 14.6% in September and in spite of low temperature the isolation rate was 5.1% in November. The highest rate of antibiotic resistance was observed against streptomycin(15.3%), cefazolin(8.5%), cephalothin(8.3%), amikacin(8.3%), cefoxitin(6.7%) and nalidixic acid(6.7%). Seventeen percent of isolates were observed to be resistant to two or more of the antibiotics tested.

• Proceedings of the KAIS Fall Conference
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• 2007.05a
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• pp.108-111
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• 2007

최근 현장타설 바닥판의 대안으로 강합성 바닥판을 이용하여 바닥판의 공용년수를 증진시키고 공기 단축 및 시공의 간편성, 교통흐름의 원활화등을 위한 연구가 활발히 이루어지고 있다. 본 논문에서는 기존 I형강 매입형 강합성 바닥판을 기본으로 한 새로운 형식의 초간편 강합성 바닥판을 제시하여 거동패널의 거동에 대해 연구하였다. 하부강판과 I형강의 용접량의 변화, I형강의 복부에 유공 유무, 유공의 위치변화에 대한 특성을 파악하였다 이때 H형강의 상부 플랜지는 강판과 용접된 것으로 가정하였으며, 가설시 합성전 단면에 대한 거동 분석이므로 하중은 강판, I형강, 콘크리트의 자중만 고려되었다. 연구결과, 하부강판과 I형강의 용접길이 변화시 전체용접에 비해 30%용접을 수행시 중앙부 단면에서 최대 휨 인장응력이 증가하는 결과를 보였으며, I형강 복부에 유공이 있을시 유공이 없는 경우 보다 처짐량이 약간 증가함을 확인하였다. 또한 I형강 복부의 유공 위치를 변화시킨 결과 거더패널 강바닥판의 거동에는 영향을 받지 않는 것으로 나타났다.