• Title/Summary/Keyword: 준실험 설계

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Experimental Evaluation of Prestress Force in Tendons for Prestressed Concrete Girders using Sensors (계측 센서를 활용한 PSC 거더 텐던의 긴장력 측정 실험)

  • Shin, Kyung-Joon;Park, Young-Ung;Lee, Seong-Cheol;Kim, Yun Yong;Lee, Hwan-Woo
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.28 no.6
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    • pp.715-722
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    • 2015
  • The prestressing force has not been managed after construction nevertheless it is one of the importrant factors that maintain the structural safety of PSC girder bridges. The prestressing force is just measured during construction using jacking device and after that, it can not be managed practically. For this reason, this study investigated the measurements of prestress using embedded sensors that can be available now with an ultimate goal to propose smart prestressed girders that can measure the prestress from the birth to the end of service life. 4 types of sensors were installed on the small prestressed girders, and the applicability and the accuracy of those sensors were tested while the prestress was applied to the girders. The results show that a center-hole type loadcell has a tendency to measure a prestressing force higher than a reference value, especially when it is loaded with an eccentricity. a EM sensor shows several advantages that has a good practical accuracy, that can be installed anyplace along the tendons.

Effects of Taurine Supplementation on Growth Peformance, Backfat Thickness and Cholesterol and Taurine Concentrations in Finishing Pigs (식이내 타우린 첨가가 비육돈의 성장, 등지방두께, 체내 콜레스테롤 및 타우린 농도에 미치는 영향)

  • 홍종욱;김인호;권오석;김지훈;이지훈;민병준;이원백;임미형;최수정
    • Journal of the Korean Society of Food Science and Nutrition
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    • v.32 no.4
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    • pp.598-602
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    • 2003
  • The purpose of the this experiment was to evaluate taurine supplementation on growth performance backfat thickness and cholesterol and taurine concentrations in finishing pigs. A total of forty eight pigs (71.11$\pm$0.14kg initial body weight) were used in a growth assay. The control diet (CON) was corn-soybean meal based diet, whereas the other dietary treatments were supplemented by additional 0.3 and 0.6% of taurine into the control diet (TAU 0.3 and TAU 0.6, respectively). As the addition of taurine in the diets increased average daily weight gain (Quadratic effect, p<0.05) and gain/feed (Quadratic effect p<0.02) were improved. Total - cholesterol concentrations of serum (Linear effect, p<0.04) and liver (Linear effect, p<0.01) decreased with increasing taurine. As the addition of taurine in the diets increased taurine concentrations of plasma (Linear effect, p<0.01), liver (Linear effect, p<0.01) and boston butt (Linear effect, p<0.01) were increased. In conclusion, finishing pigs fed the dietary taurine had improved growth ratio and decreased total-cholesterol concentrations of serum and liver. Also, finishing pigs fed the dietary taurine had increased taurine concentrations of plasma and boston butt.

Development of an Onion Vinegar Beverage Containing Yuza (Citrus junos Sieb ex Tanaka) and Its Biological Activity (유자 첨가 양파발효음료의 제조 및 생리활성)

  • Jeong, Eun-Jeong;Cha, Yong-Jun
    • Journal of Life Science
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    • v.26 no.5
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    • pp.563-570
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    • 2016
  • Onion vinegar has an undesirable flavor and taste that results from alcohol and acetic acid production from fermentation. In this study, we have used onion vinegar to develop an onion vinegar beverage with better sensory quality. The objective of this study was to determine the optimum blending ratio by using response surface methods to produce an onion vinegar beverage containing Yuza (Citrus junos Sieb ex Tanaka). The optimal formula for a fermented onion beverage was determined using a central composite design by the response surface methodology. The independent variables were obtained by regression analysis of the reaction surface of brown sugar, apple extracts and Yuza extracts. The optimum mixing ratio for onion vinegar:water:brown sugar:apple extracts:Yuza extracts was 6.0:77.6:4.9:9.2:2.3 (w/w). The actual overall acceptance was 7.08 under optimum conditions, which was close to the maximum predicted value of 6.96. The concentration of phenolic compounds, total flavonoids, and quercetin present in the onion vinegar beverage was 14.8 mg/100 g, 2.6 mg/100 g and 1.4 mg/100 g, respectively. The onion vinegar beverage showed antimicrobial activity against Staphylococcus aureus, Escherichia coli, Salmonella typhimurium and Enterobacter aerogenes. It also showed antioxidant effects, with a DPPH radical inhibition rate of 18.2% and superoxide dismutase (SOD)-like activity of 11.5%. In conclusion, the onion vinegar beverage described here seems to have nutritional value and potential biological activity.

A Study on the Effects of Various Disk Shape of Hydrant on the Pressure Drop (옥외소화전의 디스크 형상을 고려한 압력손실에 관한 연구)

  • You, Woo Jun;Shim, Myoung Gyu;Sung, Kun Hyuk;Yu, Jae Bum;Youm, Moon Cheon;Ryou, Hong-Sun
    • Fire Science and Engineering
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    • v.27 no.6
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    • pp.1-7
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    • 2013
  • In this study, the effects of various disk shapes of hydrant on the pressure drop are experimentally and numerically analyzed. The test methods for measuring pressure drop of hydrant are comply with standard of Underwriters Laboratory (UL). The hydrant as used in this study has one inlet, diameter 150 mm, and three outlet, 114.3 mm diameter for one outlet and 63.5 mm diameter for the others. The pressure of the hydrant are measured in the range 760 L/min~2,270 L/min for 63.5 mm outlet and 3,030 L/min~6,060 L/min for 114.3 mm outlet. Also, the numerical results of pressure drop are compared with the experiments to verify the accuracy and to analyze the of various valve shape of hydrant on the pressure drop. The engineering parameters, flow coefficients, are reduced from 181.57 to 136.35 ($L/min/kPa^{0.5}$) with inclined angle of disk from $0^{\circ}$ to $45^{\circ}$. These results are able to practical use for design hydrant to minimize pressure drop.

Analysis of Nonlinear Destructive Interaction between Wind and Wave Loads Acting on the Offshore Wind Energy Converter based on the Hydraulic Model Test (해상 풍력발전체에 작용하는 풍하중과 파랑하중간의 비선형 상쇄간섭 해석 -수리모형실험을 중심으로)

  • Cho, Yong Jun;Yang, Kee Sok
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.27 no.5
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    • pp.281-294
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    • 2015
  • In order to quantitatively estimate the nonlinear destructive interaction of wave load with wind load, which is very vital for the optimal design of offshore wind energy converter, we carried out a hydraulic model test and wind tunnel test. As a substructure of offshore wind energy converter, we would deploy the monopile, which is popular due to its easiness in construction. Based on the simulation using Monte Carlo simulation using Kaimal spectrum and cross spectrum, the instantaneous maximum wind velocity is adjusted to 10 m/s. And, considering the wave conditions of the Western Sea where a pilot wind farm is planned to be constructed, $H_s=0.1m$, 0.15 m, 0.2 m is carefully chosen. It turns out that the nonlinear destructive interaction between the wind and wave loads acting on the offshore wind energy converter is more clearly visible at rough seas rather than at mild seas, which strongly support our deduction that a Large eddy, a swirling vortex developed near the bumpy water surface in the opposite direction of the wind, is the driving mechanism underlying nonlinear destructive interaction between the wind and wave loads.

Shake Table Response and Analysis of RC Bridge Piers with Lap-Spliced Steel under NFGM (주철근 겹침이음된 RC교각의 근단층지반운동에 대한 진동대 응답과 분석)

  • Chung, Young-Soo;Park, Chang-Young;Hong, Hyun-Ki;Park, Ji-Ho;Shim, Chang-Su
    • Journal of the Korea Concrete Institute
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    • v.20 no.4
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    • pp.451-458
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    • 2008
  • The near-fault ground motion (NFGM) is characterized by a single long period velocity pulse of large magnitude. NFGM's have been observed in recent strong earthquakes, Izmit Turkey (1999), Kobe Japan (1995), Northridge USA (1994), etc. These strong earthquakes have caused considerable damage to infrastructures because the epicenter was close to the urban area, called as NFGM. Extensive research for the near-fault ground motion (NFGM) have been carried out in strong seismic region, but limited research have been done for NFGM in low or moderate seismic regions because of very few records. The purpose of this study is to investigate and analyze the effect of near-fault ground motions on reinforced concrete (RC) bridge piers with lap-spliced longitudinal reinforcing steels. The seismic performance of four RC bridge piers under near-fault ground motions was investigated on the shake table. In addition, a RC bridge pier is subjected to pseudo-dynamic loadings. Test results showed that large residual displacements were observed in RC bridge piers under NFGM. RC specimens on the shake table failed at relatively low displacement ductility, compared with the displacement ductility of RC bridge pier subjected to pseudo-dynamic loadings.

Assessment of the MELCOR 1.8.6 condensation heat transfer model under the presence of noncondensable gases (중대사고 해석코드 MELCOR 1.8.6의 비응축성기체 존재 시 응축열전달 모델 평가)

  • Yoo, Ji Min;Lee, Dong Hun;Yun, Byong Jo;Jeong, Jae Jun
    • Journal of Energy Engineering
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    • v.25 no.2
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    • pp.1-20
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    • 2016
  • A condensation heat transfer model is very important for the safety analysis of nuclear power plants. Especially, condensation under the presence of noncondensable gases (NCGs) is an important issue in nuclear safety because the presence of even a small quantity of NCGs in the vapor largely reduces the condensation rate. In this study, the condensation heat transfer model of the severe accident analysis code MELCOR 1.8.6 has been assessed using a set of condensation experiments performed under the thermal-hydraulic conditions similar to those inside a containment during design-basis accidents or severe accidents. Experiment conditions are categorized into 4 types according to the shape of the condensation surface: vertical flat plates, outer surface of vertical pipes, inner surface of vertical pipes, the inner surface of horizontal pipes. The results of the calculations show that the MELCOR code generally under-predicts the condensation heat transfer except the condensation on inner surface of vertical pipes.

An Investigation on the Long Term Durability of High-strength Shotcrete Using Field and Combined Deterioration Test (현장실험과 복합열화시험을 통한 고강도 숏크리트의 장기내구성 검토)

  • Ma, Sang-Joon;Choi, Jae-Seok;Ahn, Kyung-Chul;Kim, Sun-Myung;Kim, Dong-Min
    • Journal of the Korean Geotechnical Society
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    • v.22 no.10
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    • pp.77-91
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    • 2006
  • Domestic practices in shotcrete use have developed in many respects even now, but it still has issues about material, construction, quality standard and so on. In overseas, the construction using high strength shotcrete with $39.2{\sim}58.8 MPa$ of compressive strength is becoming common based on the shotcrete technology of high strength and durability. However, domestic shotcrete design strength is low at around 20.6 MPa of compressive strength and a long term durability is also insufficient. In this paper, field tests using high-quality additives and accelerators were performed to obtain the improvement of shotcrete strength and EFNARC standard was used to evaluate the field test results. In addition, deterioration test combined with the freezing-thawing and carbonation was also performed in order to investigate a long-term durability of high-strength shotcrete. As a result of the field test, the promotion ratio of early strength was $90{\sim}97%$ in case of using alkali-free accelerators. And the compressive strength of the shotcrete using Micro-silica fume was $45.2{\sim}55.8MPa$ and flexible strength was $5.01{\sim}6.66MPa$, so the promotion ratio of strength was $37{\sim}79%$ and $17{\sim}61%$ respectively. The promotion effect of strength by silica fine additives ratio of $7.5{\sim}10%$ for cement mass was much superior to the other cases. It was especially examined that using Micro-silica fume reduced deterioration due to mixed steel fiber and improved a long-term durability of shotcrete.

Preformance Analysis of LTE-A System Uplink with Differential Precoding Scheme (차분 선부호화 구조를 적용한 LTE-A 상향링크 시스템의 성능분석)

  • Li, Xun;Park, Noe-Yoon;Kim, Young-Ju
    • Journal of the Institute of Electronics Engineers of Korea TC
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    • v.49 no.5
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    • pp.37-43
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    • 2012
  • The closed-loop multiple-input multiple-output (MIMO) system has been adopted by long term evolution (LTE) system. Many techniques are proposed to enhance the transmission of LTE's advanced version to meet the increasing requirement, in which differential codebook gains a lot of interest. Previous researches on designing differential codebooks focused on quasi-diagonal unitary matrix which cannot guarantee the equal gain property. The equal gain property is very important to uplink because the performance of uplink is very sensitive to the peak-to-average power ratio (PAPR). In this paper, we derive the analytical expression of average bit error rate and PAPR for differential precoding MIMO system. Using the analytical results, we investigate the performances of several differential precoding schemes considering non-linear amplifier at the transmitter. Some selected simulation results indicate that the conventional differential precoding schemes have good performances without the consideration of non-linear amplifier. While considering non-linear amplifier, the proposed differential codebook outperforms other differential precoding schemes because it maintains the equal gain per transmit antenna.

Development of process for energy recovery from landfill gas using LFG-Hydrate (LFG-Hydrate를 통한 매립가스 에너지화 공정 개발)

  • Moon, Donghyun;Shin, Hyungjoon;Han, Kyuwon;Lee, Jaejung;Yoon, Jiho;Lee, Gangwoo
    • 한국신재생에너지학회:학술대회논문집
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    • 2010.11a
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    • pp.152.2-152.2
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    • 2010
  • LFG는 매립된 폐기물 중 유기성분이 혐기성조건에서 미생물에 의해 분해가 되면서 발생하며, 이러한 매립지가스는 주변 지역의 자연 및 생활환경에 악영향을 미치기 때문에 소각 등의 방법으로 LFG를 처리하고 있다. 일반적으로 매립지로부터 발생하는 가스의 량은 폐기물 1톤 당 $150{\sim}250m^3$로서 매립 후 2~3년 후에 최대량이 발생하며 매립 후 20~30년 후까지 지속적으로 발생함으로 안정적인 LFG의 공급이 가능하며, 메탄함량이 50%인 경우 약 $5,000kcal/m^3$의 높은 발열량을 가지므로 대체에너지원으로 이용할 경우 환경적인 문제 해결 및 신재생에너지원으로 활용할 수 있다. LFG 자원화 할 경우 가장 안정적인 방안으로 발전 및 중질가스로 활용하는 것이나, 발전의 경우 최소 200만톤 이상의 매립용량을 갖추어야 경제적인 사업성을 확보할 수 있으며, 중질가스로 활용하는 경우 인근에 가스 수요처를 확보해야 하는 어려움이 있다. 만약 중 소규모의 매립장에서 발생하는 LFG를 안전하고 경제적인 조건으로 저장 및 수송할 수 있다면 중 소규모의 매립지에서 발생하는 LFG도 활용할 수 있을 것으로 기대되며, 안전하고 경제적인 저장과 수송기술을 통하여 발전이 아닌 중질가스로의 활용도 가능하게 될 것이다. 또한 여러 곳의 매립장에서 발생한 LFG를 한 곳으로 집중시켜 고질가스로 전환하는 설비비용을 절감할 수 있으며, 정제된 고질가스를 이용하여 발전보다 경제적인 자동차 연료나 도시가스로 활용할 수 있을 것이다. 본 연구에서는 LFG의 저장과 수송기술 중 GTS 기술을 통하여 저장과 수송에 제약이 크고 많은 비용이 소비되는 기체 상태의 에너지원을 하이드레이트화 시킴으로서 중 소규모 매립지에서 상대적으로 적은 비용으로 가스저장과 지상수송이 가능하게 할 수 있다. 본 연구의 결과로 LFG 에너지화 실증화 플랜트를 설계/제작 하였으며, 메탄+이산화탄소+물 하이드레이트 형성 실험 결과 4.56 Mpa, 277.2 K 조건에서 3시간을 한 사이클로 하는 공정운전을 가지는 것을 확인하였다. 이때 생성된 슬러리상의 하이드레이트를 고압으로 배출하여 펠릿으로 형성시켰으며, 형성된 하이드레이트 펠릿의 경우 92.27%의 메탄을 포함하는 것을 확인하였다.

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