• 제목/요약/키워드: Data rigidity

검색결과 135건 처리시간 0.027초

노인장기요양보험 등급외 판정자의 관리현황과 개선방안 (A study on the present status and improving management of the non-eligible people in Korean long-term care insurance system)

  • 권진희;한은정;이정석;박종연
    • 보건행정학회지
    • /
    • 제20권2호
    • /
    • pp.104-127
    • /
    • 2010
  • To vitalize the link program of Korean long-term care insurance system to community-based services for non-eligible people, we analysed the claim data from the Korean National Health Insurance Corporation (NHIC), and conducted a questionnaire survey to charging employees of elderly service department at local governments. The subjects were all 81,377 people, 57,454 of them were arranged to community-based services. The link program was more necessary among the missed subjects rather than the arranged people due to the need for physical or psychological assistance. By the result of the survey to the local government employees, 59.5% of subjects responded their proportion of link service was over 10% and under 20%, and 54.3% of them responded their job boundary are not clear. Major type of linking was notification the subject list to local government, 91.4%; proportion of periodical notification on the status of their service link were 57.1%, only 7.1% were followed to manage after the link. Difficult factors at the link process were pointed out the overload by other side work, deficiency of resources, rigidity of priority of link, and so on. Considering these results, to vitalize the community-based services to the non-eligible people, it may be essential the active participation of the subjects, construction of parts working in coordination among the institutions including NHIC, local governments, and service providers; development of various services for maintenance or promotion of the non-eligible peoples' health and functional status; and active participation of institutions from the third sector, and so on.

전통조각보의 색채, 면구성을 응용한 패턴의 감성이미지 연구 (A Study on the Sensitive Image of Pattern Applied Color & Formative Types of the Traditional Jokakbo)

  • 최윤혜;은영자
    • 한국의류산업학회지
    • /
    • 제6권3호
    • /
    • pp.266-274
    • /
    • 2004
  • This study is on the sensitive image of pattern expressed in the color & formative types of traditional Jokakbo(scraps of cloth). The object of this research is Korean traditional scraps of cloth in the latter period of Chosun Dynasty. This study is to be classified into 10 formative types like square type 1, square type 2, diagonal type, diamond type, many color striped type, concentric circle type, pinwheel type, vertical line type, cintamani pattern type, and free style type to apply the design of Jokakbo to Korean design. And color group is divided into vivid tone and pale tone. And it constitutes 17 patterns from the combination of these two types. As for the factors of constitution of scraps of cloth, it consists of factors like revelation, attraction, temperature sense, abstract, and rigidity. In the emotional image in the patterns, both vivid tone and pale tone showed dynamic and warm emotion together. Also, the factors of revelation and attraction were evaluated as opposite images, and it evaluated the plain and dim emotion as more attractive emotion. They preferred the pale tone to the vivid tone. They preferred the cintamani pattern in the vivid tone, and the diamond pattern in the pale tone most. From the research result above, this study made the abstract image of scraps of cloth standardized and prepared for a basis to execute it essentially. This research will be used as basic data to make traditional Korean image spotlighted in the world fashion markets as well as it will be helpful to the development of pattern design for the scraps of cloth essentially.

A Study on Three-dimensional Effects and Deformation of Textile Fabrics: Dynamic Deformations of Silk Fabrics

  • Kim, Minjin;Kim, Jongjun
    • 패션비즈니스
    • /
    • 제17권6호
    • /
    • pp.28-43
    • /
    • 2013
  • Recent trends toward the collaborations among various sectors of academia and research areas have brought interests and significances in new activities especially in the fashion and textile areas. One of the collaboration examples is the recent research projects on 3D virtual clothing systems based on the 3D CAD software. The 3D virtual clothing systems provide simulated apparels with high degrees of fidelity in terms of color, texture, and structural details. However, since real fabrics exhibit strong nonlinearity, anisotropy, viscoelasticity, and hysteresis, the 3D virtual clothing systems need fine tuning parameters for the simulation process. In this study, characteristics of silk fabrics, which are woven by using degummed silk and raw silk yarns, are being analyzed and compared. Anisotropic properties may be measured as warp and filling direction properties separately in woven fabrics, such as warp tensile stress or filling bending rigidity. Hysteretic properties may be measured as bending hysteresis or shear hysteresis by using KES measurements. These data provide deformation-force relationships of the fabric specimen. Three-dimensional effects obtained when using these characteristic fabrics are also analyzed. The methods to control the three-dimensional appearance of the sewn fabric specimens when utilizing a programmable microprocessor-based motor device, as prepared in this study, are presented. Based on the physical and mechanical properties measured when using the KES equipment, the property parameters are being into a 3-dimensional virtual digital clothing system, in order to generate a virtual clothing product based on the measured silk fabric properties.

간극수압 소산경향을 고려한 자가굴착식 프레셔메터로부터의 수평압밀계수 결정법 (Determination of Horizontal Coefficient of Consolidation from the Self-boring Pressuremeter Holding Test by Considering Pore Pressure Dissipation Trend)

  • 김영상
    • 한국지반공학회논문집
    • /
    • 제20권3호
    • /
    • pp.151-159
    • /
    • 2004
  • 본 논문에서는 자가굴착식 프레셔메터 시험의 변형을 유지시험(strain holding test)에서 관측된 소산시험 결과의 초기 소산경향으로부터 점성토 지반의 수평압밀계수를 추정하기 위한 최적화기법의 적용에 대하여 기술하였다. 프레셔메터의 확장으로 인한 초기 과잉간극수압의 분포는 Randolph. & Wroth(1979)의 해석적 해(analytical solution)를 이용하여 지반의 강성지수의 함수로 모사되었으며 연속된 간극수압 소산과정까지 전과정이 모사되었다. 제안된 기법에서는 이를 소산곡선과 정규화 된 관측 소산곡선이 초기 50% 범위에서 소산경향이 가장 일치하도록 하는 수평압밀계수를 최적화기법을 이용하여 결정하였다. 제안된 기법을 김제와 양산에서 수행된 기존의 자가굴착식 프레셔메터 연구결과의 해석에 적용하였으며 제안된 방법으로 얻어진 수평압밀계수를 기존의 연구결과, 실내 및 원위치 시험결과와 비교하였다. 연구결과 제안된 방법은 피에조콘 소산시험과 매우 일관성있게 일치하는 수평압밀계수를 제공할 뿐 아니라 부분배수가 발생하는 지점에서도 간극수압 소산경향을 반영함으로 인해 보다 적절한 수평압밀계수를 결정할 수 있음을 알았다.

Physicochemical Properties of Phosphatidylcholine (PC) Monolayers with Different Alkyl Chains, at the Air/Water Interface

  • Yun, Hee-Jung;Choi, Young-Wook;Kim, Nam-Jeong;Sohn, Dae-Won
    • Bulletin of the Korean Chemical Society
    • /
    • 제24권3호
    • /
    • pp.377-383
    • /
    • 2003
  • Physicochemical properties of a series of PC monolayers with different alkyl chains (C24, C20, C16, and C8), at the air/water interface were investigated. The surface pressure is influenced mainly by the hydrophobicity of the PCs, which is confirmed by the curve shape and the on-set value of π-A isotherms at the air/water interface by increasing the number of alkyl chain. The on-set values of surface pressure were 125 Ų/molecule for DOPC(C8), 87 Ų/molecule for DPPC(C16), 75 Ų/molecule for DAPC(C20), and 55 Ų/molecule for DLPC(C24), respectively. The orientations of alkyl chains at the air/water interface are closely connected with the rigidity of the monolayers, and it was confirmed by the tendency of monolayer thickness in ellipsometry data. The temperature dependence of a series of PCs shows that the surface pressure decreases by increasing temperature, because the longer the alkyl chain length, the larger the hydrophobic interaction in surface pressure. The temperature effects and the conformational changes of unsaturated and saturated PCs were confirmed by the computer simulation study of the cis-trans transition with POPC and DPPC(C16). The cistrans conformational energy difference of POPC is 62.06 kcal/mol and that of DPPC(C16) is 6.75 kcal/mol. Due to the high conformational energy barrier of POPC, phase transition of POPC is limited in comparison with DPPC(C16).

Flavonoids as Substrates of Bacillus halodurans O-Methyltransferase

  • Jeong, Ki-Woong;Lee, Jee-Young;Kang, Dong-Il;Lee, Ju-Un;Hwang, Yong-Sic;Kim, Yang-Mee
    • Bulletin of the Korean Chemical Society
    • /
    • 제29권7호
    • /
    • pp.1311-1314
    • /
    • 2008
  • Bacillus halodurans O-methyltransferase (BhOMT) is an S-adenosylmethionine dependent methyltransferase. In our previous study, three dimensional structure of the BhOMT has been determined by comparative homology modeling and automated docking study showed that two hydroxyl groups at 3'- and 4'-position in Bring and structural rigidity of C-ring resulting from the double bond characters between C2 and C3 of flavonoid, were key factors for interaction with BhOMT. In the present study, BhOMT was cloned and expressed. Binding assay was performed on purified BhOMT using fluorescence experiments and binding affinity of luteolin, quercetin, fisetin, and myricetin were measured in the range of $10^7$. Fluorescence quenching experiments indicated that divalent cation plays a critical role on the metal-mediated electrostatic interactions between flavonoid and substrate binding site of BhOMT. Fluorescence study confirmed successfully the data obtained from the docking study and these results imply that hydroxyl group at 7-position of luteolin, quercetin, fisetin, and myricetin forms a stable hydrogen bonding with K211 and carboxyl oxygen of C-ring forms a stable hydrogen bonding with R170. Hydroxyl group at 3'-and 4'-position in the B-ring also has strong $Ca^{2+}$ mediated electrostatic interactions with BhOMT.

폴리머 시멘트 모르타르의 철근부착력 평가를 위한 인발실험과 모델링 (Bonding Properties of Steel-reinforced Polymer Cement Mortar Evaluated by Pull-off Test and FEM Modeling)

  • 박동천;노부토시 요네다;조봉석
    • 한국건축시공학회지
    • /
    • 제14권3호
    • /
    • pp.216-222
    • /
    • 2014
  • 단면수복 보수를 실시한 RC조 부재의 내하성능 회복을 예측 평가하기 위하여 FEM해석이 빈도 높게 사용되고 있으나 부착에 대한 정보가 부족하여 정확도 있는 예측이 힘든 실정이다. 수치해석의 입력데이터가 되는 철근과 폴리머 시멘트 모르타르의 부착특성을 평가하기 위하여 폴리머 시멘트 모르타르를 이용한 일련의 인발실험을 실시하였다. 동시에 범용성있는 해석결과 활용을 위하여 부착특성을 부착강성과 부착강도로 정의하고 비선형 FEM 감도 역해석을 실시하였다. 결과를 요약하면 보수재료의 화학적 부착보다 물리적 부착이 지배적이며 폴리머 분말수지의 함유에 의해 다소 부착계면의 성능이 저하하는 것을 알 수 있었다. 부착계면의 물성은 강성과 강도로 구분하여 모델화하는 것이 합리적인 것으로 사료된다.

고온시 $40{\sim}100MPa$ 범위의 콘크리트 열적특성에 관한 실험적 연구 (An Experimental Study on the Thermal Properties of High Strength Concrete in the Range of $40{\sim}100MPa$ at High Temperature)

  • 김흥열;전현규
    • 한국콘크리트학회:학술대회논문집
    • /
    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
    • /
    • pp.425-428
    • /
    • 2006
  • In order to estimate the reduction of laodbearing capacity, followed by the attributive change of heat while high strength concrete structure is revealed on fire it is necessary to evaluate, it is necessary to evaluate the property of material under high temperature such as thermal conductivity, specific heat, compressive strength, modulus of rigidity and diminution figure. Therefore, this study is for the purpose of presenting evaluation data for the analysis of thermal behavior about the high strength concrete material under high temperature, through the experiment by manufacturing concrete(40, 50, 60, 80, 100 MPa) commonly used in the construction field. As a result of the study, in the case of physical attribute, it demonstrates a greater fluctuation of change than the one of 30 MPa concrete. In case of specific heat, the high strength concrete, shown the serious diminution between $500{\sim}600^{\circ}C$, presents the thermal change area corresponding to the change of high strength concrete. In compressive strength, regardless of intensity of concrete, all of them show the first intensity loss between normal temperature and $100^{\circ}C$, the dramatic loss beyond $400^{\circ}C$. The concrete weighing above 50 MPa shows a twice lower dramatic intensity loss than the one weighing $30{\sim}40MPa$. The concrete ranging from $60{\sim}80MPa$, shows the biggest diminution of modulus of elasticity under $400^{\circ}C$, which implies the structural unstability of temperature.

  • PDF

철근콘크리트 보의 균열 폭과 처짐 관계 (Correlation Between Crack Widths and Deflection in Reinforced Concrete Beams)

  • 강주오;김강수;이득행;이승배
    • 한국구조물진단유지관리공학회 논문집
    • /
    • 제14권2호
    • /
    • pp.184-192
    • /
    • 2010
  • 철근콘크리트 구조물의 사용성을 검토할 때 처짐은 가장 중요한 사항 중 하나이며, 철근콘크리트 휨 부재의 처짐은 일반적으로 유효 단면2차모멘트의 개념을 적용하여 구해진다. 그러나 이미 사용중인 철근콘크리트 보에서 정확한 사용하중을 알기 어려운 경우에는 기존의 방법으로 처짐을 계산하는 것이 쉽지 않다. 따라서, 이 연구에서는 철근콘크리트 보에서 균열과 처짐은 상호 밀접한 관련이 있다는 사실을 바탕으로 작용하는 하중의 크기에 무관하게 철근 콘크리트 보 부재의 균열 상태로부터 처짐을 쉽게 산정할 수 있는 방법을 제안하고자 하였다. 균열폭의 합, 평균변형률 및 곡률 등의 관계를 이용하여 처짐식을 제안하였으며, 수정계수를 적용하여 보다 정확한 처짐식을 제안하고자 하였다. 이 제안식을 사용할 경우, 철근콘크리트 보에 작용하는 하중 크기에 무관하게 균열을 측정함으로써 처짐 추정치를 얻을 수 있으며, 유효 단면 2차 모멘트 값을 산출하여 처짐을 산정하는 기존의 방법에 비해 비교적 간단하게 처짐을 산출 할 수 있다.

Mechanical behaviour between adjacent cracks in CFRP plate reinforced RC slabs

  • Yuan, Xin;Bai, Hongyu;Sun, Chen;Li, Qinqing;Song, Yanfeng
    • Structural Engineering and Mechanics
    • /
    • 제84권3호
    • /
    • pp.375-391
    • /
    • 2022
  • This paper discussed and analyzed the interfacial stress distribution characteristic of adjacent cracks in Carbon Fiber Reinforced Polymer (CFRP) plate strengthened concrete slabs. One un-strengthened concrete test beam and four CFRP plate-strengthened concrete test beams were designed to carry out four-point flexural tests. The test data shows that the interfacial shear stress between the interface of CFRP plate and concrete can effectively reduce the crack shrinkage of the tensile concrete and reduces the width of crack. The maximum main crack flexural height in pure bending section of the strengthened specimen is smaller than that of the un-strengthened specimen, the CFRP plate improves the rigidity of specimens without brittle failure. The average ultimate bearing capacity of the CFRP-strengthened specimens was increased by 64.3% compared to that without CFRP-strengthen. This indicites that CFRP enhancement measures can effectively improve the ultimate bearing capacity and delay the occurrence of debonding damage. Based on the derivation of mechanical analysis model, the calculation formula of interfacial shear stress between adjacent cracks is proposed. The distributions characteristics of interfacial shear stress between certain crack widths were given. In the intermediate cracking region of pure bending sections, the length of the interfacial softening near the mid-span cracking position gradually increases as the load increases. The CFRP-concrete interface debonding capacity with the larger adjacent crack spacing is lower than that with the smaller adjacent crack spacing. The theoretical calculation results of interfacial bonding shear stress between adjacent cracks have good agreement with the experimental results. The interfacial debonding failure between adjacent cracks in the intermediate cracking region was mainly caused by the root of the main crack. The larger the spacing between adjacent cracks exists, the easier the interfacial debonding failure occurs.