• 제목/요약/키워드: Soft value

검색결과 789건 처리시간 0.159초

소맥(小麥)의 성숙(成熟)에 따른 단백질(蛋白質), 리올로지 및 제(製)빵특성(特性)의 변화(變化) (Changes in Protein, Rheology and Bread-Making Properties of Wheat during Kernel Maturation)

  • 장학길;변광의
    • Applied Biological Chemistry
    • /
    • 제28권4호
    • /
    • pp.278-283
    • /
    • 1985
  • 본(本) 연구(硏究)는 경(硬), 연질(軟質) 소맥(小麥)의 성숙과정(成熟過程)에 따른 단백질(蛋白質), 리올로지 및 제(製)빵특성(特性)의 변화(變化)와 상호관계(相互關係)에 대하여 검토하였다. 단백질함량(蛋白質含量), 침전가(沈澱價) 및 Pelshenke값은 경(硬), 연질(軟質) 품종간(品種間)에 차이가 심하였으며, 출수후(出穗後) $35{\sim}40$일에 각 품종(品種)의 안정성(安定性)을 유지하였다. 소맥분(小麥紛)의 Mixogram흡수율(吸水率)을 보면, 연질품종(軟質品種)은 성숙과정(成熟過程)에 따른 차이는 작았으나, 중간질(中間質)과 경질품종(硬質品種)은 종실(種實)이 성숙(成熟)됨에 따라 급격히 증가되었다. 전체적인 Mixogram pattern은 출수후(出穗後) 35일에 각 품종(品種)의 안정성(安定性)을 유지하였다. Farinogram특성과 빵용적(容積)은 성숙초기(成熟初期)부터 품종간(品種間)의 차이가 현저하였으며, 이들 특성은 출수후(出穗後) 40일에 각 품종(品種)의 평균안정성(平均安定性)에 도달하였다. 소맥(小麥)의 성숙(成熟)에 따른 단백질(蛋白質), 리올로지 및 제(製)빵특성(特性)의 상호간(相互間)에는 모두 고도(高度)의 정(正) 또는 부(負)의 상관(相關)이 있었다.

  • PDF

Study on Influencing Factors of Port Logistics Development Based on Configuration Analysis QCA

  • Li, Jian;Lee, Sang-Chun;Hong, Seung-Lin
    • Journal of Korea Trade
    • /
    • 제25권5호
    • /
    • pp.58-73
    • /
    • 2021
  • Purpose - In the context of economic globalization and the continuous development of international trade, as countries around the sea peninsula, port construction is particularly important. Based on the research on the influencing factors of port logistics development based on the allocation analysis, QCA (Qualitative Comparative Analysis) provides the basis for the planning and policy of port logistics development and has important theoretical value and practical significance for improving the level of port logistics management, reducing logistics operating costs and increasing economic benefits. In the tide of global integration for the development of port logistics, promote the growth of foreign trade economy of the city. It is also of great significance to the development and progress of commerce and trade. Design/methodology - Based on the relevant data samples of various ports in South Korea, this paper uses fsQCA (fuzzy set Qualitative Comparative Analysis) to integrate and analyze the influence mechanism of port logistics development and extracts five influencing factors of port logistics development, including the port's scale and infrastructure in the hard environment, port-neighboring enterprises in the soft environment, hinterland economy and government support. Findings - The five factors are unable to separately constitute the necessary and sufficient conditions of port logistics development, only a combined model can influence lake port logistics development. The scale and infrastructure of the port itself and port-neighboring ring enterprises are the main core conditions, which work together on the port, affect the throughput capacity of the port, and promote the development of port logistics. When the port-neighboring enterprises are not complete and the scale is low, the growth of port throughput will be restrained and the development of port logistics will be affected, whether the hinterland economic benefits are general, the development of port-neighboring enterprises is insufficient, or the government supports are limited. Originality/value - Through the research on the development of port logistics in South Korea from the perspective of configuration, this paper finds the configuration influence of hard environment and soft environment on the development of port logistics, which has important theoretical and practical significance for better promoting the development of port logistics in South Korea.

Nonlinearity effect on the dynamic behavior of the clayey basin edge

  • Hadi Khanbabazadeh
    • Geomechanics and Engineering
    • /
    • 제36권4호
    • /
    • pp.367-380
    • /
    • 2024
  • Investigations has shown that the correct estimation of the effective amplification period is as important as the amplification value itself. It gets more important in 2D basins. This study presents a quantitative coefficient for consideration of the nonlinearity effect in terms of amplification value and the shift in its period which is missing or ineffectively considered in the previous studies. To attain this goal, by the application of a time domain fully nonlinear method, the deviation of the more common equivalent linear results from the basin nonlinear behavior under strong ground motions is investigated quantitatively. Also, despite the increase in the damping ratio, the possibility of the increase in the amplification due to the increase in motion strength is shown. To make the results useful in engineering practice, by introducing nonlinearity ratio, the effect of the nonlinearity is quantitatively estimated for two soft and stiff clayey basins with three different depths under a set of motions scaled to two target spectrum. Results show that at the 100 m depth soft clayey basin, while the nonlinearity ratio shows a 35% deviation at the basin edge part under DD1 motion level, its effect moves to the central part with 20% effect under DD3 motion level. By the increase in depth to 150 m, the results show a decrease in the overall effect of the nonlinear behavior for both clay types. At this depth, the nonlinearity ratio gives a 30% and 17% difference on a limited distance from outcrop at the soft clayey basin under DD1 and DD3 motion levels, respectively. At the 30 m depth basins, the nonlinearity ratio shows up to 25% difference for different cases. The presented ratio would be introduced as nonlinearity coefficients for consideration of the nonlinearity effects in the codes. The presented quantitative margins will help the designer to have a better understanding of the amplification period change because of nonlinearity over 2D basin surface.

압밀주입에 의한 지반개량 특성고찰 (a study on ground improvement of sandy soil by CGS Method)

  • 곽수정;백홍렬
    • 기술발표회
    • /
    • 통권2006호
    • /
    • pp.185-192
    • /
    • 2006
  • In this study the case of ground improvement by CGS as injection method were analyzed in order to find out effect of behavior of sandy soil and the application of this method as ground improvement. The study were analyzed N value after CGS work of sandy soil by many sites test. Considering that increase of N value, CGS can be considered as an effective method to increase the bear capacity as well as constrain the settlement of soft ground From the results of this study, N value after CGS work of sandy soil were closed to N value of ground and relative density(Dr), improvement ratio(As) of grouting and the study will be done continuously for finding out relation of them

  • PDF

Le Fort I 골절단술을 통한 상악의 후상방 회전에 따른 상순과 비부의 연조직 변화 (Soft tissue changes of upper lip and nose following posterosuperior rotation of the maxilla by Le Fort I osteotomy)

  • 권영욱;표성운;이원;박재억
    • Journal of the Korean Association of Oral and Maxillofacial Surgeons
    • /
    • 제37권6호
    • /
    • pp.457-463
    • /
    • 2011
  • Introduction: This study evaluate the soft tissue changes to the upper lip and nose after Le Fort I maxillary posterosuperior rotational movement. Materials and Methods: Twenty Skeletal class III patients, who had undergone bimaxillary surgery with a maxillary Le Fort I osteotomy and bilateral sagittal split ramus osteotomy, were included in the study. The surgical plan for maxilla was posterosuperior rotational movement, with the rotation center in the anterior nasal spine (ANS) of maxilla. Soft and hard tissue changes were measured by evaluating the lateral cephalograms obtained prior to surgery and at least 6 months after surgery. For cephalometric analysis, four hard tissue landmarks ANS, posterior nasal spine [PNS], A point, U1 tip), and five soft tissue landmarks (pronasale [Pn], subnasale [Sn], A' Point, upper lip [UL], stomion superius [StmS]) were marked. A paired t test, Pearson's correlation analysis and linear regression analysis were used to evaluate the soft and hard tissue changes and assess the correlation. A P value <0.05 was considered significant. Results: The U1 tip moved $2.52{\pm}1.54$ mm posteriorly in the horizontal plane (P<0.05). Among the soft tissue landmarks, Pn moved $0.97{\pm}1.1$ mm downward (P<0.05), UL moved $1.98{\pm}1.58$ mm posteriorly (P<0.05) and $1.18{\pm}1.85$ mm inferiorly (P<0.05), and StmS moved $1.68{\pm}1.48$ mm posteriorly (P<0.05) and $1.06{\pm}1.29$ mm inferiorly (P<0.05). The ratios of horizontal soft tissue movement to the hard tissue were 1:0.47 for the A point and A' point, and 1:0.74 for the U1 tip and UL. Vertically, the movement ratio between the A point and A' point was 1:0.38, between U1 tip and UL was 1:0.83, and between U1 tip and StmS was 1:0.79. Conclusion: Posterosuperior rotational movement of the maxilla in Le Fort I osteotomy results in posterior and inferior movement of UL. In addition, nasolabial angle was increased. Nasal tip and base of the nose showed a tendency to move downward and showed significant horizontal movement. The soft tissue changes in the upper lip and nasal area are believed to be induced by posterior movement at the UL area.

Influence of heritability on craniofacial soft tissue characteristics of monozygotic twins, dizygotic twins, and their siblings using Falconer's method and principal components analysis

  • Song, Jeongmin;Chae, Hwa Sung;Shin, Jeong Won;Sung, Joohon;Song, Yun-Mi;Baek, Seung-Hak;Kim, Young Ho
    • 대한치과교정학회지
    • /
    • 제49권1호
    • /
    • pp.3-11
    • /
    • 2019
  • Objective: The purpose of this study was to investigate the influence of heritability on the craniofacial soft tissue cephalometric characteristics of monozygotic (MZ) twins, dizygotic (DZ) twins, and their siblings (SIB). Methods: The samples comprised Korean adult twins and their siblings (mean age, 39.8 years; MZ group, n = 36 pairs; DZ group, n = 13 pairs of the same gender; and SIB group, n = 26 pairs of the same gender). Thirty cephalometric variables were measured to characterize facial profile, facial height, soft-tissue thickness, and projection of nose and lip. Falconer's method was used to calculate heritability (low heritability, $h^2$ < 0.2; high heritability, $h^2$ > 0.9). After principal components analysis (PCA) was performed to extract the models, we calculated the intraclass correlation coefficient (ICC) value and heritability of each component. Results: The MZ group exhibited higher ICC values for all cephalometric variables than DZ and SIB groups. Among cephalometric variables, the highest ${h^2}_{(MZ-DZ)}$ and ${h^2}_{(MZ-SIB)}$ values were observed for the nasolabial angle (NLA, 1.544 and 2.036), chin angle (1.342 and 1.112), soft tissue chin thickness (2.872 and 1.226), and upper lip thickness ratio (1.592 and 1.026). PCA derived eight components with 84.5% of a cumulative explanation. The components that exhibited higher values of ${h^2}_{(MZ-DZ)}$ and ${h^2}_{(MZ-SIB)}$ were PCA2, which includes facial convexity, NLA, and nose projection (1.026 and 0.972), and PCA7, which includes chin angle and soft tissue chin thickness (2.107 and 1.169). Conclusions: The nose and soft tissue chin were more influenced by genetic factors than other soft tissues.

입자크기비에 따른 강-연성 혼합재의 공학적 특성 (Characteristics of Rigid-Soft Particle Mixtures with Size Ratio)

  • 이창호;윤형구;김래현;이우진;이종섭
    • 한국지반공학회논문집
    • /
    • 제24권8호
    • /
    • pp.125-135
    • /
    • 2008
  • 모래 입자와 연약한 고무 입자로 이루어진 강-연성 혼합재의 응력-변형 및 전단파 특성을 평가하기 위해 고무와 모래의 부피비(sf)와 입자 크기비(sr)를 달리하는 시료를 조성하였다. 벤더 엘리먼트가 설치된 압밀셀을 이용하여 응력-변형시험 및 $K_o$ 상태에서의 미소변형 전단파 시험을 실시하였다. 일정한 입자 크기비를 가지는 강-연성 혼합재는 강성의 입자에서 연성의 입자로 거동이 전이되는 응력-변형 및 미소변형 전단파 특성을 보였다. 또한, $G_{max}=\;{\Lambda}({\sigma}'_{o}/kPa)^{\zeta}$ 관계에서 모래의 부피비(sf)가 $0.4{\sim}0.6$인 구간에서 $\Lambda$계수가 급격히 증가하며 $\zeta$ 지수는 최대값을 보이는 것으로 관찰되었다. 전이 혼합재는 구속응력의 변화에 매우 민감한 거동을 보이며 연성인 고무입자는 재하 하중에 의해 쉽게 변형되므로 최소 간극율을 가지는 강-연성 혼합재의 부피비는 재하된 응력의 크기에 좌우된다. 실내시험을 이용한 본 연구에서는 입자 크기 비와 모래 부피비가 강성 입자와 연성 입자의 혼합재료 거동을 결정하는 것으로 요인으로 분석되었다.

지반-구조물 상호작용을 고려한 비보강 조적조 구조물의 지진거동평가 (Seismic Behavior Evaluation of Unreinforced Masonry Structure Considering Soil-Structure Interaction)

  • 김희철;김관중;홍원기
    • 한국지진공학회논문집
    • /
    • 제5권4호
    • /
    • pp.9-16
    • /
    • 2001
  • 본 연구의 목적은 지진에 의한 비보강 조적조의 거동을 평가하는 것이다. 효율적인 평가를 위하여 유사동적해석법을 사용하였다. 저층의 비보강 조적조에 대하여 지진하중에 의한 지반-구조물의 상호작용에 따른 영향을 평가하기 위하여 단단한 지반에 놓여진 구조물과 연약한 지반에 좋여진 구조물을 비교하였다. 그 결과 연약한 지반위에 놓인 구조물의 층 전단력과 밑면 전단력이 상대적으로 증가하는 것으로 나타났다. 또한 현재 사용되고 있는 내진기준에 주어진 약산식에 따라 해석을 수행할 경우 연약한 지반에 놓인 건물이 경우 전단력을 과소평가 할 수 있는 것으로 나타났다.

  • PDF

낮은 에너지 소모와 공간 오버헤드의 Last Level Cache 신뢰성 향상 기법 (Improving Reliability of the Last Level Cache with Low Energy and Low Area Overhead)

  • 김영웅
    • 한국인터넷방송통신학회논문지
    • /
    • 제12권2호
    • /
    • pp.35-41
    • /
    • 2012
  • 반도체 집적 기술의 발전은 단위 면적당 더 많은 캐쉬 메모리를 프로세서 내에 적재할 수 있도록 하였으나, 이로 인하여 프로세서는 소프트 에러에 대해 더 취약해지는 추세이며, 이는 설계 고려사항 중 신뢰성의 비중이 점점 더 커짐을 의미한다. 본 연구에서는 캐쉬 메모리 계층 중 소프트 에러에 가장 취약한 Last Level Cache에 대하여 낮은 에너지 소모와 공간 오버헤드를 갖는 저비용의 신뢰성 향상 기법에 대하여 제안하고 실험하였다. 실험 결과 소프트 에러에 대해 95.4%의 높은 에러 보호율을 보였으며, 성능은 단지 0.26%이하로 저하되었다. 또한 추가적인 에너지는 2.96%만 요구되었다.

현장 전단파 속도 프로브의 교란효과 (Disturbance Effects of Field $V_S$ Probe)

  • 윤형구;이창호;이우진;이종섭
    • 한국지반공학회:학술대회논문집
    • /
    • 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
    • /
    • pp.605-612
    • /
    • 2008
  • The shear wave velocity ($V_s$) has been commonly used to evaluate the dynamic properties of soil. The field $V_s$ probe (FVP) was already developed to assess the shear stiffness of a soft clay. The objective of this study is to investigate the disturbance effects of the FVP due to the penetration. The laboratory tests are conducted in a large-scale consolidometer (calibration chamber). The reconstituted clay is mixed at the water content of 110% using a slurry mixer. The FVP and down-hole test are carried out every 1cm interval to compare the data. In addition, two square rods with transducers are also implemented to get the reference value. The shear waves evaluated by the FVP, dow-hole tests, and reference rods are closely matched. This study suggests that the disturbance effect of the FVP due to the penetration into the soft clay soils is small enough and the $V_s$ evaluated by the FVP reflects well the in-situ characteristics. Furthermore, the combination of the FVP and down-hole test shows the possibility of hybrid equipment.

  • PDF