To investigate the effects of anion replacement on NO3- concentration in Italian ryegrass. Plants weregrown hydroponically to the full vegetative stage. NO3 supply(control) was replaced with SO1- (Tl), C1-(T2) and water (T3) to during 14 days. The determi

The purpose of this study was to determine the effect of electrical stimulation biofeedback on motor learning of quadriceps muscle isometric exercise in 3 patients who have undergone total knee replacement surgery. A multiple baseline design across subjects was used. The electrical stimulation biofeedback was provided with each patient during quadriceps isometric exercise, which last 10 to 14 sessions with 10 repetitions each sessions. After training patients received 4 retention tests. Maximum muscle activity was measured pre- and post- electrical stimulation biofeedback training and retention test to evaluate the effect of biofeedback training. Maximum isometric muscle activity of quadriceps was increased after electrical stimulation biofeedback training in all subjects. The results indicate that a electrical stimulation biofeedback training is a useful method to improve motor learning of quadriceps isometric exercise in total knee replacement.

본 연구는 nano-silica solution(NSS)을 배합수 중량치환방법을 사용한 OPC-slag cement의 특성에 관한 연구이다. 새로운 치환방법은 선행연구들보다 높은 NSS 치환율의 시멘트에 대한 거동을 연구하기 위한 기초 단계이다. NSS는 배합수 중량의 10%, 20%, 30%, 40%, 그리고 50% 치환하였다. 그 결과 역학적 및 미세구조적 특성이 향상되는 결과를 보였다. 이는 두 가지 원인으로 요약된다. 첫 번째는 NSS를 배합수 중량 치환하면 나노 실리카 입자의 균질한 분산작용이 향상된다. 이는 초기 수화작용을 촉진한다. 두 번째는 배합수 보다 밀도가 큰 NSS의 치 환은 w/b를 감소시킨다. 이는 치밀한 수화반응물질을 형성시킨다. 새로운 치환방법은 선행연구에서 밝혀진 분말형 나노 실리카 입자를 사용한 결과와 비교하여 역학적과 미세구조 특성의 저하가 나타나지 않았다. 따라서 본 연구에서 사용한 NSS를 배합수 중량 치환한 방법은 OPC-GGBFS cement의 배합에 적용 가능할 것으로 판단된다.

본 연구에서는 플라이애시가 90 %만큼 다량치환된 모르타르에 알칼리 활성화를 통한 강도증진을 동일한 양생온도 조건 에서 양생방법 및 유지시간 변화에 따라 비교 분석하고자 하였다. 연구 결과로 플래이애시를 90 % 치환한 경우, 소생재 도 포 후 40℃로 24시간 기중양생시 가장 높은 압축강도를 발휘하였지만, OPC의 압축강도까지 발휘하는 것은 어려울 것으로 분석되었다.

본 연구에서는 Durometer A타입으로 응결시간에 확실하게 차이를 나타낼 수 있는 플라이애시(이하 FA) 치환 콘크리트에서 프록터 관입저항 시험치와 경도치를 비교 분석하고자 하였다. 연구결과로 프록터 관입저항 시험치와 Durometer A타입의 경도치는 곡선의 형태로 높은 상관관계를 나타내었다. 표면 마감작업에 대하여 Durometer A타입의 경도치로 약 25 HD는 초결, 약 35 HD는 종결로 관리한다면 표면 마감작업시간 판정에 효과적일 것으로 사료된다.

Purpose - This study aims to investigate the effect of brand image and trust of a home meal replacement (HMR) industry on customer satisfaction and repurchase during online shopping. Research design, data, and methodology – With 217 questionnaires, this study was conducted by AMOS 20.0, and the Structural Equation Model (SEM) as statistical method was used for examining the hypotheses in this study. Factors such as brand image and brand trust in customer shopping for HMR products online were tested, and relationships between satisfaction and repurchase were studied. Results – Brand image and brand trust in terms of online shopping for HMR were found to affect satisfaction significantly; in addition, the path where satisfaction leads to repurchase was found to be significant. However, brand image and brand trust for HMR in online shopping differed depending on customer age groups. The path-coefficients from brand image of HMR in online shopping to satisfaction were more significant in the older age group; meanwhile, the path-coefficient from brand trust to satisfaction was significant in the younger age group. Conclusions – Results of the study suggested the importance of the attributes for buying HMR products online and provided meaningful implications of difference between age groups when they choose the products.

급속공사 현장에 사용되는 속경성 보수모르타르의 내구성능 증진을 위해 사용재료의 물리적 성능을 평가하였다. 이를 위해 염화물 확산 억제 성능을 보유한 페로니켈 수쇄슬래그 잔골재와 급결제, EVA계 폴리머를 모르타르에 치환시켜 급결성능과 기초적 성능을 평가하였다. 그 결과 FNS잔골재 및 RS잔골재 사용에 따른 압축강도, 휨강도, 부착강도가 증가되었다. 속경성 폴리머 모르타르의 염화물 이온 촉진시험의 결과 FNS를 50%이하 사용 시 재령 7일에서 재령 28일간 염화물 억제 성능이 유지되었으며, FNS잔골재 및 RS잔골재 사용에 따른 내구성 저하는 발견되지 않았으나, 건축 및 토목용 대체골재로 사용하는데 경제성 및 장기 내구성에 대한 추가 검토가 필요할 것으로 판단된다.

In this study, the mechanical properties of concrete incorporating blast furnace slag with 60 % were analyzed according to CBS-Dust replacement rate. Results indicate that replacement of more than 10 % of CBS-Dust have a positive effect on reducing waste disposal costs and strength improvement

This study evaluated the fluidity and compressive strength of concrete by replacement ratio of blast furnace slag fine aggregate and ferronickel slag fine aggregate to investigate the possibility of replacing natural fine aggregate with steel slag for fine aggregate. Test results show that the use of steel slag fine aggregate improves the fluidity of concrete and compressive strength of concrete was higher than plain concrete.

In this study, the gamma-ray shielding characteristics of mortar specimens substituted CRT waste glass as a fine aggregate were evaluated. According to the results, the linear attenuation coefficient of mortar specimen replaced with CRT waste glass was increased. Especially, the half-value layer of CRT waste glass specimen in radiation source of 122KeV·57Co was 48% higher than that of normal sand specimen.

This research and development analysis provides numerical analysis techniques that can be used conveniently to determining the safety of the current state and to predict the stability in the future. It also seeks to present algorithms of back analysis to develop unified management system for control, prediction, coordination, and information modeling that can reasonably handle appropriate responses to structural behavior at project sites and design changes.

In this paper, the mechanical properties of GGBFS concrete according to the replacement ratio of electric arc furnace oxidizing slag fine aggregate was evaluated. As the replacement rate of EOS fine aggregate increased, the amount of slump and air content decreased. In addition, EOS concrete increased the initial compressive strength, but, it tended to decrease at 28 days.

호박의 부산물인 호박잎과 씨를 첨가하여 제조한 호박죽과, 발효 공정을 첨가하여 제조한 발효 호박죽 제품의 영양학적 특성을 조사한 결과는 다음과 같다. 호박죽의 발효 전과 발효 후 단백질 및 전분 분해효소 활성을 비교한 결과, 발효 후 배지에서 단백질 및 전분 분해효소 활성이 우수함을 알 수 있었다. 주재료(호박, 호박잎, 호박씨) 함량 65% 중 호박잎과 씨를 각각 0.25% 첨가한 시료(0.5%), 0.5%씩 첨가한 시료(1.0%), 1.0%씩 첨가한 시료(2%)를 발효과정을 거쳐 제조한 분말과, 1.0%(호박잎과 호박씨 각각 0.5% 첨가)로 제조한 분말(비발효, 대조구)의 일반성분 분석 결과, 발효 호박죽 시료의 경우 대조구에 비해 탄수화물과 조단백질 함량이 증가하였고, 수분, 조지방 함량은 감소하였다. 총당 분석 결과, 대조구(26.23±2.15%) 시료가 가장 높았으며, 발효 후 시료(18.31%-19.05%)는 낮아지는 결과를 보였다. Glucose, fructose와 sucrose 등 유리당 함량은 모든 시료에서 검출이 되었으며, fructose와 sucrose 함량은 발효 시료에서 감소하였고, 특히 sucrose 함량은 크게 감소하였다. 총 유리당 함량은 대조구(36.54±1.41%)가 가장 높았으며, 발효처리 시료의 경우 14.93-15.72%로 크게 감소하였고, sucrose 함량 감소가 주원인이었으며, 이는 총당 결과 발효과정에 따라 함량이 감소하는 결과와 일치하였다. 색도 측정결과, L 값(명도)은 대조구 비해 발효과정을 거친 제품의 경우 조금 낮아지는 결과를 보였으나, 이는 발효 유무보다는 재료의 첨가량에 따라 영향을 받는 것으로 판단된다. a 값(적색도)과 b 값(황색도)의 경우 발효 유무에 따라 차이를 보여 낮아지는 결과를 보였다. 시료간의 색차값을 비교한 ΔE 값은 0.5% 첨가한 발효 호박죽 분말이 10.09, 1.0% 첨가시료가 8.96, 2.0% 첨가시료가 10.34로 나타나 발효과정이 분말 고유의 색에 영향을 주는 것으로 나타났다. 따라서 호박죽을 제조할 때 호박잎과 호박씨를 각각 1.0% 정도 첨가하여 발효처리를 한 호박죽의 제품이 가장 좋을 것으로 판단된다.

Agricultural meteorological information is an important resource that affects farmersʼ income, food security, and agricultural conditions. Thus, such data are used in various fields that are responsible for planning, enforcing, and evaluating agricultural policies. The meteorological information obtained from automatic weather observation systems operated by rural development agencies contains missing values owing to temporary mechanical or communication deficiencies. It is known that missing values lead to reduction in the reliability and validity of the model. In this study, the hierarchical Bayesian spatio–temporal model suggests replacements for missing values because the meteorological information includes spatio–temporal correlation. The prior distribution is very important in the Bayesian approach. However, we found a problem where the spatial decay parameter was not converged through the trace plot. A suitable spatial decay parameter, estimated on the bias of root–mean–square error (RMSE), which was determined to be the difference between the predicted and observed values. The latitude, longitude, and altitude were considered as covariates. The estimated spatial decay parameters were 0.041 and 0.039, for the spatio-temporal model with latitude and longitude and for latitude, longitude, and altitude, respectively. The posterior distributions were stable after the spatial decay parameter was fixed. root mean square error (RMSE), mean absolute error (MAE), mean absolute percentage error (MAPE), and bias were calculated for model validation. Finally, the missing values were generated using the independent Gaussian process model.

Waste concrete powder generated during the process of recycling waste concrete into aggregate has a low recycling rate. This is because fine particles of waste concrete powder and cement components are present. Therefore, in this study, waste concrete powder is used as a raw material for centrifugal concrete. Experimental results show that waste concrete powder has cement and aggregate composition, SEM image has irregular shape, C-S-H and Ettringite exist inside. Waste concrete powder showed the same strength, up to 5% in terms of strength by age according to the substitution rate. Also, as the strength characteristics varied according to the centrifugal forming force, the substitution rate of siliceous matter increased by 5% and the strength decreased by substitution rate of 5%. Because of this study, it is considered difficult to use waste concrete powder as a substitute for silica sand because of the resulting characteristics of centrifugal concrete. It is recommended that economic and environmental concerns be considered when some substitution is made for silica sand.

This paper presents the mechanical properties of high performance fiber-reinforced concrete composites(HFCC) according to binder replacement rate. the compressive strength and single-axial tensile strength of HFCC were evaluated according to binder replacement rete. As a result of the test, the compression strength decreased as binder replacement rates increased, and B-20 mix properties expressed the most ideal tensile strain-stress curve.

The Bridge Safety Department of Seoul Metropolitan Government has regularly conducted precise inspection and precision safety inspection to maintain the bridge's function and safety. During a precise safety inspection in 2015, oil leakage progression was found on the cable anchorage system within the stiffened girder of Nilsen Arch bridge and as a follow-up measure, the cable replacement for the cable ACD11 was carried out in order to identify the relevant cause of the oil leakage and evaluate the integrity of the existing cable. The mechanical properties and fatigue performance tests of the cable strands of bridge inservice for about 20 years and comprehensive analysis of oil leakage were carried out. They were described hereby.

The amount of ferro-nickel slag powder produced by the Fe-Ni industry has grown in conjunction with the increase in demand for stainless steel materials. In this study, we investigated the effects of ferro-nickel slag powder on the flow, strength, and microstructure of polymer mortar. Ferro-nickel slag powder was used to replace CaCO3 at ratios of 0%, 25%, 50%, 75%, and 100% by volume. The flow and the compressive and flexural strength of the polymer mortar were measured, and both scanning electron microscopy (SEM) and hot resistance testing were performed. The test results indicate that the flow of the polymer mortar with more than 25% CaCO3 replacement decreased as the ferro-nickel slag powder content increased. The compressive strength of the polymer mortar mixes with ferro-nickel slag powder was relatively higher than that of the control mix. From the results of the hot resistance test, the strength improved compared with that before the test and increased as the powder replacement ratio was increased.