• 한국식품과학회지
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• 제36권1호
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• pp.174-182
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• 2004

Hygienic standards for pizza specialty restaurant located in Seoul during summer, 2000 were established based on HACCP concept by measuring temperature, time, pH, $A_{w}$ and microbiological assessments of pizza, and evaluation of hygienic conditions of kitchens and workers. Kitchen and worker conditions were average 1.2 and 1.0 (3 point Sly's scale), respectively, Microbial contaminations occurred at $5-60^{\circ}C$, pH above 5.0, and $A_{w}$ (0.93-0.98). Microbial assessments for pizza processing revealed $1.5{\times}10^{2}-3.9{\times}10^{8}\;CFU/g$ of TPC and $0.5{\times}10^{1}-1.6{\times}10^{7}\;CFU/g$ of coliforms, exceeding standards ($TPC\;10^{6}\;CFU/g\;and\;coliform\;10^{3}\;CFU/g$) established by Solberg et al., although significantly decreased after baking. S. aureus was not discovered, but Salmonella was found in onions. Tools and containers such as pizza cutting knife, topping container, serving bowl, pizza plate, working board, and dough kneading board contained $6.2{\times}10^{2}-1.1{\times}10^{9}\;CFU/g$ of TPC, $2.0{\times}10^{1}-6.2{\times}10^{3}\;CFU/g$ of coliforms. Workers' hands contained $3.1{\times}10^{4}\;CFU/g$ of TPC and S. aureus as compared to safety standards of Harrigan and McCance (500 and 10 CFU/g of TPC and coliforms per $100cm^{2}$). CCPs (critical control points) were determined as receiving, topping, and baking according to CCP decision tree analysis. Results suggest purchase of quality materials, careful monitoring of time and temperature, hygienic use of tools and utensils, and sanitary practicer by workers are recommended as control points for safe pizza production.

• 한국자원식물학회:학술대회논문집
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• 한국자원식물학회 2018년도 추계학술대회
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• pp.133-133
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• 2018

The aim of this study was to evaluate the effect of charcoal on germination and early growth of barley sprouts. Five treatments were employed based on different amount and treatment method along with control. Barley seeds were soaked in water for 8 hours. Two types of topping treatment were applied such as, charcoal: 100 g (designated as T1) and charcoal: 200 g (T2). Three kinds of mixing treatment were as follows: barley seeds were mixed with 100g of charcoal (designated as M1), with 200g of charcoal (M2), and with 300g of charcoal(M3). The control did not have any charcoal. In our finding, germination rates were observed 53.3% (control), 26.3%(T1), 36.3%(T2), 67.3%(M1), 81.7%(M2), and 79.7%(M3) at three days after inoculation (DAI). Length of radicle was found at 0.90 cm (control), 0.88 cm (T1), 0.99 cm (T2), 1.03cm (M1), 1.66 cm (M2), and 0.70 cm (M3) in 3 DAI. In addition, sprout length was found 4.5 cm (control), 10.4 cm (T1), 11.9 cm (T2), 5.7 cm (M1), 6.3 cm (M2), and 2.1 cm (M3) in 14 DAI. Fresh weight of sprouts were 0.78g (control), 1.03g (T1), 1.07g (T2), 0.96g (M1), 1.07g (M2), and 0.95g (M3). Among the treatment, topping of seeds on 200g of charcoal (T2) showed longest sprout length and fresh weight. Mixing treatments showed higher germination rates and sprout fresh weight. The results may be attributed to difference in micro-climate conditions (mostly temperature and humidity) in the growth boxes in different treatments.

• 콘크리트학회지
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• 제6권4호
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• pp.153-160
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• 1994

본 연구는 용접철망을 사용한 반두께 프리캐스트 콘크리트 슬래브의 휨내력 평가 및 연성능력 검토를 위하여 총 10개의 일방향 반두께 프리캐스트 콘크리트 슬래브를 제작하여 2점 단순 재하를 하였다. 주요변수로서는 상부콘크리트 압축강도, 반두께 슬래브의 표면거칠기, 그리고 인장철근비로 구성되었으며, 실험결과는 다음과 같다. 반두께 프리캐스트 콘크리트 슬래브의 휨설계는 국내 극한강도 설계법에 의한 슬래브 설계방식의 사용이 가능한 것으로 나타났다. 슬래브에 $4000kg/cm^2$이상의 용접철망을 사용할 경우 기존의 규준에 따라 항복응력도를 변형율 0.0035에 해당하는 응력도를 사용하는 것이 안정적인 것으로 나타났다. 용접철망을 사용한 슬래브의 경우 철근 콘크리트 연성평가에 따라 분석한 결과 연성부담능력이 저하되어 용접철망을 경우에는 연성증진을 위한 일반철근을 혼용하는 것이 바람직한 것으로 판단된다.

• 한국건축시공학회지
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• 제11권5호
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• pp.419-425
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• 2011

콘크리트의 특성상 상대적으로 작은 인장강도로 인하여 균열에 취약한 성질을 가지고 있다. 따라서 본 연구에서는 무근 콘크리트의 균열저감을 위하여 천연섬유 중 성능이 우수한 것으로 알려진 황마섬유에 대하여 다른 종류의 셀룰로오스 섬유와 비교 검토하여 보았다. 그 결과 황마 섬유의 경우 유동성 측면에서 다른 섬유에 비하여 양호한 결과를 나타내었고, 특히 소성수축 균열 저항성의 경우 혼입량 0.9 및 1.2 kg/$m^3$에서 플레인 대비 50 % 이상의 균열저감 성능을 발휘하였으며, 충격시험의 경우 WF 및 PULP 섬유에서 최종파괴까지 5회의 낙하횟수가 걸리는 반면 황마섬유는 혼입량에 따라 차이가 있지만 10~18회로 우수한 인성적 성질을 발휘하고 있는 것으로 나타났다.

• Steel and Composite Structures
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• 제46권4호
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• pp.451-469
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• 2023

The use of precast hollow-core slabs (PCHCS) in civil construction has been increasing due to the speed of execution and reduction in the weight of flooring systems. However, in the literature there are no studies that present a finite element model (FEM) to predict the load-slip relationship behavior of pushout tests, considering headed stud shear connector and PCHCS placed at the upper flange of the downstand steel profile. Thus, the present paper aims to develop a FEM, which is based on tests to fill this gap. For this task, geometrical non-linear analyses are carried out in the ABAQUS software. The FEM is calibrated by sensitivity analyses, considering different types of analysis, the friction coefficient at the steel-concrete interface, as well as the constitutive model of the headed stud shear connector. Subsequently, a parametric study is performed to assess the influence of the number of connector lines, type of filling and height of the PCHCS. The results are compared with analytical models that predict the headed stud resistance. In total, 158 finite element models are processed. It was concluded that the dynamic implicit analysis (quasi-static) showed better convergence of the equilibrium trajectory when compared to the static analysis, such as arc-length method. The friction coefficient value of 0.5 was indicated to predict the load-slip relationship behavior of all models investigated. The headed stud shear connector rupture was verified for the constitutive model capable of representing the fracture in the stress-strain relationship. Regarding the number of connector lines, there was an average increase of 108% in the resistance of the structure for models with two lines of connectors compared to the use of only one. The type of filling of the hollow core slab that presented the best results was the partial filling. Finally, the greater the height of the PCHCS, the greater the resistance of the headed stud.

• 한국약용작물학회지
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• 제6권4호
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• pp.271-276
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• 1998

남부지방에서 황금재배시(黃芩栽培時) 적심시기(摘芯時期)와 질소, 가리의 추비방법에 의한 증수효과(增收效果)를 구명하고자 여천(麗川) 재래종(在來種)을 공시(供試)하여 재식거리(裁植距離)를 $4{\times}10cm$로 $4{\sim}5$립(粒)을 4월 1일에 점파하였고 적심시기(摘芯時期)는 무적심구(無摘芯區)와 7월상순 1회 적심(摘芯), 7월상순과 8월중순에 2회 적심(摘恣)한 3처리에 대해 기비(基肥) : 추비(追肥) 비율(比率)을 70% : 30%, 60% : 20+20%, 50% : 20+20+20%으로 하여 시험을 수행한 결과를 요약(要約)하면 다음과 같다. 1. 토양의 화학성을 보면 시험후 토양이 시험전 토양에 비해 유기물(有機物), 유효린산(有效燐酸), 가리, 칼슘, 마그네슘, C. E. C 함량이 증가되는 경향을 보였다. 2. 적심시기(摘芯時期) 및 분시방법간(分施方法間)의 생육은 7월상순과 8월중순에 적심직후(摘芯直後) 2회 추비(追肥) 시용구가 무적심(無摘芯)의 7월상순 1회 추비(追肥) 시용구에 비하여 경장(莖長)들은 짧았으나 분지수(分枝數,) 경태(莖太등) 지상부와 주근장(主根長), 상근중(上根重) 비율(比率) 등 지하부 생장량이 증대되었다. 3. 건근수량(乾根收量)은 무적심(無摘芯) (158kg/10a)에 비해 2회 적심구(摘芯區)가 15% , 1회 적심구(摘芯區)가 10% 증수(增收)되었으며 질소, 가리 비료의 분시방법간(分施方法間)에는 2회 추비(追肥) 시용구가 1회 추비(追肥) 시용구 (150kg/10a)에 비해 상근중(上根重) 비율(比率) 향상으로 29% 증수(增收)를 보였다. 4. 2회 적심(摘芯) 처리에서 건근수량(乾根收量)은 경장(莖長)과 주당(株當) 생경엽중(生莖葉重), 지상부 생육간(生育間)에 질(負)의 상관(相關)이 인정되었고 주당(株當) 분지수(分枝數) 및 주근량(主根長)및 상근중(上根重) 비율(比率)과는 밀접한 정(正)의 상관(相關)을 보였으며 2회 추비(追肥) 시용재배에서도 경장(莖長), 주당분지수(株當分枝數) 및 주근량(主根長), 주근경(主根徑)등 지상, 지하부 생육과 건근수량간(乾根收量間)에 고도의 유의성이 인정되었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.619-624
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• 2002

A prestressed/precast concrete system was used to build the new Asian Olympic Stadium Project in Pusan, Korea. The stadium(mainly intended for cycle racing) is designed for the 2002 Asian Olympic Games and has a seating capacity of 20,000 spectators plus a few private suites. More than 1300 prestressed/precast components were used and they include single columns, primary beams, cantilever beams, double riser stands, and double tees. Especially, a total of 24 cantilever beams is used on the fourth story for the stands and double tees. These 8m long beams are post-tensioned to prevent cracking, to increase their durability and to serve serviceability by vibration. A cantilever section with cast-in-place topping is 800mm wide and 1500mm deep. Cantilever beams are connected to the column with the corbel by cast-in place concrete. Bonded post-tensioning tendons were assembled at the job site. Dead-end anchorages were installed in the end of cantilever beams and live-end anchorage is the opposite of them. This article presents the geometric layouts, design features and so on.

• Journal of Plant Biology
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• 제15권2호
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• pp.1-6
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• 1972

Cultivar Yeollow Special A, the most leading Korean economic leaf tobacco in Korea, were field-cultivated in four different localities of Korea for the period of two years (1970 and 1971) and sprayed at varied levels of 2-chloroethyl phosphonic acid (CEPA) for foliar application few days after topping. While no striking difference in leaf yield by weight was obtained among the treatments when compared with control, leaf quality as expressed for shipment price in won tended when compared with control, leaf quality as expressed for shipment price in won tended to improve. The treated leaves with 300 to 900 ppm of CEPA (approximately 140 1/acre of 500 ppm) not only showed yellowing and accelerated maturity to pick 4 to 5 days with practicable optimal level earlier than control, but also speeded up to take nearly with practicable optimal level earlier than control, but also speeded up to take nearly last half of the total time required for the five stages of flue-curing. It is therefore considered that CEPA is as effective maturity-accelerating agent and useful as known for other solanaceous plants showing climacteric stage respiration, and discussions were made about physiological actions of ethylene gas released from CEPA at plant tissues sprayed.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.131-138
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• 2001

Total number of seven experimental specimens of size 4.6m$\times$2.4m are designed in full scale with due considerations given to the constructability as well as economic applications. Each specimen is made with different shapes of trusses or hooks along the interfacial surface between precast panel and topping concrete to maintain appropriate shear resistance. Structural performances in terms of strength and ductility under flexural load are examined for each specimen with different types of interfacial shear resistance reinforcements. Experimentally obtained flexural strength are also compared with those of analytical predictions. Based on experimental and analytical studies, design equations are suggested for the developed precast prestressed concrete half-slab systems.

• The Korean Journal of Ecology
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• 제13권1호
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• pp.1-8
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• 1990

Effects of mycorrhizal infection on the growth of bell pepper (Capsicum annuum) and corn (Zea mays) seedlings have been studied by comparing plants grown in sterilized soil/sand mixtures to plants grown in sterilized soil/sand mixtures with topping the original non-sterile field soil. The original nonsterile field soil, which were taken from the bell pepper field, contained a high level of endmycorrhizal spores. After seven weeks, the shoot height of inoculated plants was increased by 110% in bell pepper, and 90% in corn compared with the control plants. The average above-ground biomass of inoculated plant was increased by 88% in bell pepper and 71% in corn compared with the control plants. The shoot-root ratios in bell pepper and corn were 2.7 and 1.8 for the control plants, and 4.3 and 2.7 for the treatment plants, respectively. Phosphorus level in inoculated plant was higher than that of the control plant. However, nitrogen contents were similar between the control and the treatment plants. The control plants didi not form vesicular-arbuscular mycorrhizae during the experimental period.