• Title/Summary/Keyword: Loose Part

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Preference of Health Care Professionals for Medical Gowns (의료 종사자들의 의료 가운 선호도 실태 조사)

  • Baek, Yoon Jeong;Park, Sungjin;Lee, Hyo-Hyun;Son, Oe-Soo;Lee, Joo-Young
    • Fashion & Textile Research Journal
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    • v.16 no.3
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    • pp.469-475
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    • 2014
  • This study's goal was to obtain basic data about the functional gowns of health care providers. 828 health care providers, including 150 doctors, 224 dentists, 202 nurses, 61 physical therapists and 191 medical technicians, living in Seoul and Daejeon areas, participated in this survey. A questionnaire was created using 15 items about the current health care providers' gowns. 15 items were consisted of 3 parts; satisfaction rate and activity (part 1), preference the details of medical gown (part 2), and personal information (part 3). In this study, "wearer activity" was the main concern for them and the majority of respondents, regardless of their age and type of work, preferred the V neckline, short gown length (waist line), loose sleeves and anti-bacterial textiles. Only the doctors preferred the full sleeves, whereas, the others preferred short sleeves. The younger health care providers showed a slightly higher preference for the slim type gown, while the older providers preferred the straight type. In this study, most health care providers were not satisfied with their current gowns, except dentists. Physical therapist answered the highest score of dissatisfied for current wearing medical gown among the all health care professionals. The 20's answered the highest score of dissatisfaction among the all generation.

A Study on the Improvement of Insulation cover for Instrument Transformer Used In Power Receiving System of Construction Sites (건설현장의 수전설비에서 사용되는 계기용변성기 절연커버의 성능개선에 관한 연구)

  • Gil, Hyoung-Jun;Choi, Chung-Seog;Kim, Hyang-Kon;Han, Woon-Ki;Lee, Bok-Hee
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.19 no.2
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    • pp.55-62
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    • 2005
  • There are many risk factors of electrical shock caused by a minimum of protective devices, loose working environments, deterioration of installations at temporary power installations of construction sites. An insulation cover for instrument transformer(MOF) used in 22.9[kV] class power receiving system hasn't shown good performance in terms of electrical safety because of short clearance between insulation cover and each input and output wire junction part. The insulation cover is easily moved by outside environment as wind or rain because of different size between insulation cover and busing, also can be leaded to breakdown by tracking. Therefore, we have proposed the insulation cover which effectively can prevent from electrical disaster in this paper, and a utility model patent had been registered already. To decrease the electric field concentrated on specific part, we had roundly designed the shape of insulation cover and the clearance between cover and live part was adjusted to be longer than the existing thing. The proposed insulation cover was evaluated by using the electric field solution program.

Lossless Deformation of Brain Images for Concealing Identification (신원 은닉을 위한 두뇌 영상의 무손실 변경)

  • Lee, Hyo-Jong;Yu, Du Ruo
    • The KIPS Transactions:PartB
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    • v.18B no.6
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    • pp.385-388
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    • 2011
  • Patients' privacy protection is a heated issue in medical business, as medical information in digital format transmit everywhere through networks without any limitation. A current protection method for brain images is to deface from the brain image for patient's privacy. However, the defacing process often removes important brain voxels so that the defaced brain image is damaged for medical analysis. An ad-hoc method is proposed to conceal patient's identification by adding cylindrical mask, while the brain keep all important brain voxels. The proposed lossless deformation of brain image is verified not to loose any important voxels. Futhermore, the masked brain image is proved not to be recognized by others.

A Study on the Looseness Property of a Tiebar (타이바의 풀림 특성에 관한 연구)

  • Bae B.K.;Park H.S.;Seok C.S.;Park D.Y.
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2005.06a
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    • pp.1363-1366
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    • 2005
  • The tiebar is used by joint for keeping from deformation by conserving tensile load between two structure. The tiebar, bolt joining type, is combined by tiebar and clevis like bolt and nut. By coupled, it maintains tensile load. While it goes through repeated load, it occurs to loose because joining force between clevis and nuts is reduced. So, continuos maintenance is needed such as making tighter periodically, repairing the broken part and so on. For that reason, this paper calculates necessary torque unfastening joint for conventional tiebar and presenting tiebar theoretically and then consider the reason that conventional bolt-typed tiebar unties. Also, through vibration untied test for two types of tiebar we confirm that presenting tiebar have a improvement of unfastening when we compare with the conventional one.

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Evaluation of Behaviors on Mooring Line Embedded in Sand Using Centrifuge Test (원심모형실험을 이용한 모래지반에 관입된 계류선 거동 평가)

  • Lee, Hoon Yong;Kim, Surin;Kim, Jaehyun;Kim, Dong-Soo;Choo, Yun Wook;Kwo, Osoon
    • Journal of Ocean Engineering and Technology
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    • v.28 no.1
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    • pp.47-54
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    • 2014
  • When an anchor penetrates and is installed under a seabed, a portion of the mooring line connected to the anchor is also embedded under the seabed. This embedded mooring line affects the capacity of the anchor in two ways. First, the frictional resistance that occurs between the mooring line and the seabed reduces the pulling force acting on the anchor. Second, the embedded part of the mooring line forms a reverse catenary shape due to the bearing resistance of the soil, so that an inclined pulling force is applied to the anchor. To evaluate the mooring line's effect on the capacity of an anchor in sand, centrifuge model tests were performed using two relative sand densities of 76% and 51% while changing the anchor depths. The test results showed that the load is reduced much more in deep and dense sand, and the inclination angle of the load is lower in shallow and loose sand.

A Study on Pattern Using Geometric Interpretation of Stacks Silhouette (슬랙스 실루엣의 도형적 해석을 이용한 패턴 연구)

  • 강석경;임원자
    • Journal of the Korean Society of Clothing and Textiles
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    • v.21 no.5
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    • pp.807-820
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    • 1997
  • This exploratory research was intended to develop and test a slacks pattern based upon conic model. Data came from measurements of photograph of three subjects. Silhouette of slacks was close fit on waist and hip and loose under hip level. This three-dimensional form was modeled with truncated cones. This conic model was truncated by plane of the waist level, the abdomen level, the hip level, the crotch level and the ankle level parallel to the floor. Two models that have differences in back part of the model were tested. Drafted patterns from two models were taken for each subject. Drafted experimental pattern was operated for slacks pattern. The first step was to make sideseam. Parts over crotch level were moved to both sides. And then to make waistdarts. Experimental pattern had two darts each in front and back. Each experimental slacks was evaluated by sensory test to appearance and comfort by five judges. The results can be summarized as follows. 1) Appearance and comfort of experimental pattern were judged to be satisfactory. Especially these patterns were fitted we18 in waist darts front and back. So we evaluated that was proper pattern for slacks. 2) Model 2 was better in appearance than model 1. But Model 1 was more comfortable in non significant difference. This was supposed to be resulted from fit more closely of model 2. 3) considering preceding results, this geometric model based upon truncated cone was applicable for slacks pattern.

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Studies on the Mackerel Purse Seine Operating in the Sea Area of Cheju Island - 2 . Model Experiment ob the Deformation of Net in Two Layer Current (제주도 주변 해역 고등어 포착망의 연구 - 2 . 이중조에 있어서 망의 변형에 관한 모형실험 -)

  • 박정식
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.22 no.4
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    • pp.32-40
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    • 1986
  • A model experiment of purse seine by the circulating water tank was carried out on the changes of net shape and the tension of purseline under operation in two layer current. In the circular tank, the two layer current was made by cutting off the current of upper layer and producing the bottom current by the equipment shown in Fig. 1. The model experiment of purse sein was made on a reduced scale 1 :400, and the experiment was carried out according to the Tauti's model law. When the bottom current of O. 5 knot flows to lower part of three-eighths of net, following results are derived. The depth of sinkerline reached only about 80% of that of no current set. The horizontal shift of sinker line caused by the bottom current is maximized in tight set. The enclosed area by the floatIine immediately after the completion of set net is 61. 5% in tight set, 50. 0 % in loose set and 54. 1 % in lateral set of those in the case of no current. In the first half period of pursing, the tension of the purseline is enhenced by the bottom current and the pattern of increasing is irregular in the tension curves.

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Geotechnical Characteristics of Soft Clay in Myungji Housing Complex (부산 명지주거단지 연약 점토의 지반 공학적 특성)

  • Lee, Suk-Jin;Yang, Hee-Jeong;Lee, Jun-Ho;Kim, Jung-Kwan;Sung, Sang-Gyu;Lee, Joo-Ho
    • Proceedings of the Korean Geotechical Society Conference
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    • 2006.03a
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    • pp.445-454
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    • 2006
  • Myungji Housing Complex is located in the Nakdong River plain in which the Busan soft clays are developed. It has thick soft soil laver of about GL(-)50m including loose sandy layers, upper and lower clayey layers. The clayey layers have been being consolidated since the land reclamation was completed to build the place for Housing Complex(Apartment) in 1997. Therefore, as one of a series of advance preparations of this project, study was carried on the geotechnical characteristics under the foundation The first part of this paper represents a brief geological history. Then, geotechnical characteristics of clay was analyzed in the classical developments in soft clay. They were based on the geotechnical data obtained by site investigations performed from 1992 to 2005. Finally, we evaluated the average degree of consolidation at this point in time and the residual settlements of upper clayey layer using dissipation and oedometer tests for this project

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A Study on the Shirt Collar with Collar Band (칼라밴드가 있는 셔츠칼라 패턴에 관한 연구)

  • Park, Chan-Mee
    • The Research Journal of the Costume Culture
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    • v.18 no.6
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    • pp.1228-1241
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    • 2010
  • This study aims to help understanding on design of basic pattern of shirt collars and to suggest schemes to raise completeness of shape by reviewing problems shown in finished products after sewing. From March 2009 to August 2009, 12 patterns for education and firms were collected centering on basic shirt collar form respectively. There are four problems generally raised from a completed shirt collar. In case of overlapping shirt collar on front neck point, the sewing point of shirt collar should be drawn at front neck point of collar band at a distance of about 0.2~0.3cm, and the center front of band and one of bodice should be arranged in a straight line. In case of the problem about right and left length difference of shirt collar, it is raised by closing so the problem was solved by prolonging about 0.2 cm of the center front of left collar. It was evaluated that adjusting notch point when sewing would be more rational solution than solving something on patterns for distance difference problem of shirt collar between right and left part at center front. And a problem about getting loose of front garment between collar band below and the first button was also raised. It was designed 0.2cm cut of collar band. Around basic shirt collar form, above mentioned solutions are applied to the patterns for education and manufacture experimental clothing. So as a result of sensory evaluation, generally good ratings on all items were received.

Modeling of Sediment Transport and Sand Bank Formation in a Macrotidal

  • Park, Moon-Jin
    • Journal of the korean society of oceanography
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    • v.35 no.1
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    • pp.1-10
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    • 2000
  • A two-dimensional numerical model was applied to investigate the sediment transport and sand bank formation in a macrotidal sea, the Kyunggi and Asan Bays. The tidal residual currents show quite complex pattern including counter-rotating eddies off the northwestern corner of the Dugjeok Island that reflect the promontory effect. Complex residual eddies are also present off the coast of the Taeanbando and in the Asan Bay. Net sediment transport pattern shows that sandy sediments in the Kyunggi and Asan Bays are generally transported landward from the outer sea suggesting sediment trapping inside the bays. This phenomenon may be related to the formation and maintenance of numerous sand banks in this macrotidal sea. Alternate occurrences of deposition and erosion predicted from the numerical model along the coast of the Taeanbando with strong deposition on the southwestern part of the 'Jangansatoe'(JSB), a large sand ridge off the coast of the Taeanbando appear to reflect the loose connection of JSB, The 'Joongangcheontoe', a central sand bank (CSB) with the main axis in the NW-SE direction in the Asan Bay may undergo a modification with strong deposition along the northeastern flank. These results indicate that the sand banks are actively modified and maintained by the strong tidal currents in this shallow macrotidal sea.

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