• 제목/요약/키워드: Mix characteristics

검색결과 728건 처리시간 0.021초

마케팅믹스 7P를 이용한 미술작가의 특성에 따른 전시공간 만족도 차이 분석 (Analysis of differences in satisfaction of exhibition space according to characteristics of artists using marketing mix 7P)

  • 한수민
    • 한국융합학회논문지
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    • 제11권8호
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    • pp.123-129
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    • 2020
  • 미술작가는 작품을 전시할 공간을 중요하게 고려하기 때문에 전시공간을 이용한 뒤에 그 전시공간을 평가한다. 본 연구는 마케팅믹스 7P를 이용한 미술작가의 특성에 따른 전시장 만족도 차이를 분석하였다. 연구결과를 요약하면 다음과 같다. 첫째, 제품은 20대이며 동양화 작가의 만족도가 높았다. 둘째, 환경은 경력이 5~10년이고 연령이 40대이며 동양화 작가의 만족도가 높았다. 셋째, 촉진은 경력이 21년 이상이고 50대인 작가의 만족도가 높았다. 넷째, 전시관계자는 20대이며 동양화 작가의 만족도가 높았다. 다섯째, 진행 과정은 경력이 5~10년이고 연령이 40대이며 기타의 만족도가 높았다. 시사점은 다음과 같다. 첫째, 장소, 과정과 촉진은 경력, 연령과 장르 모두 유의한 차이가 있었다. 둘째, 제품과 전시 관계자는 연령과 장르에서 유의한 차이가 있었다.

현대패션에 나타난 스웨그(swag)룩 (The Swag Look in Modern Fashion)

  • 이정호;이진민
    • 복식
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    • 제66권4호
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    • pp.94-110
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    • 2016
  • The purpose of this study is to delve into the identity of the swag style which has diversified into various forms by exploring the phenomenon, formative characteristics and the internal values of the swag style in modern fashioin. This study discusses the concept and the socio-cultural meanings of swag from the perspective of Jean Baudrillard's hyper-reality, and a form of existence. The classifies the swag fashion styles into parody, hip hop and collage-type mix-and-match. Expressive characteristics of the swag look in modern fashion are as follows. First, the swag look utilizes the parody technique. In the mid-2000s, the look parodied brand logos as a form of self-mocking and active self-derision toward cheap imitations. Second, the swag look borrows from the expressive factors of the hip-hop style. Born as a sub-culture based on music, hip-hop has become a way of life, as its nature became multi-cultural and trans-cultural while its fashion style gained popularity globally after the 1980s. Third, the swag look barrows from the pop-type collage form as it mixes-and-matches costume items based on the expressive characteristics of hip hop, and this can be seen through items being used in new, non-formative and free styles. Comic aesthetics is revealed in parodied expression, hip-hop factors and collage-style mix-and-match. Swag as a hyper-reality manifests itself in various natures: humorous nature, negative nature and deconstructive nature through reflection and re-enactment of reality, transmutation and distortion of reality, and absence of reality respectively. However, it does not have a binding nature, which is the norm for subcultures. This characteristic, in combination with it having internal lightness, strong meaning of communication, and a sharing of self-contentment, distinguishes itself from the general meanings of existing parody fashion, hip-hop fashion and collage fashion.

최대 밀도 이론을 이용한 고성능콘크리트의 배합 설계 (Mix Design of High Performance Concrete Using Maximum Density Theory)

  • 이승한;정용욱
    • 콘크리트학회논문집
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    • 제19권3호
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    • pp.377-383
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    • 2007
  • 최근 콘크리트의 품질과 구조물의 신뢰성을 향상시키기 위해서 고성능콘크리트의 현장 적용이 늘고 있다. 이러한 고성능콘크리트의 배합 설계 방법으로는 모르타르-굵은골재 2상계 배합 이론과 페이스트-골재 2상계 배합 이론이 있다. 이 중 모르타르-굵은골재 2상계 배합이론은 모르타르의 레올로지 특성을 부여함에 있어 반복적인 실험을 통해서 그 값을 결정해야 하는 문제점을 가지고 있다. 페이스트-골재 2상계 배합 이론은 최적 잔골재율과 단위결합재량과의 관계 및 콘크리트의 충전성을 확보할 수 있는 한계 골재 용적비 등이 고려되어 있지 않아 고성능콘크리트에의 적용 예가 없는 실정이다. 또한 이들 고성능콘크리트의 배합 설계 이론은 일반콘크리트와는 달리 유동성 및 충전성에 중점을 두고 있어 배합 설계에서 강도 특성을 고려하지 않고 있으며, 사용 재료의 단위량은 일반콘크리트와 같이 시행착오법으로 결정하고 있다. 이에 본 연구에서는 고성능콘크리트의 배합 설계에 최대 밀도 이론을 도입하여 사용 골재의 공극이 최소가 되는 최적 잔골재율 산정으로 배합 설계 시 시행착오를 줄이고, 강도를 고려한 최소 단위 결합재량의 결정으로 강도와 유동성을 동시에 만족할 수 있는 합리적이며 간편한 고성능콘크리트의 배합 설계법을 제안하고자 하였다. 연구 결과 본 연구에서 제안된 배합 설계법은 최소 공극을 갖는 최적 잔골재율 사용과 최소 단위 결합재량 이상의 결합재를 사용함으로써 시행착오를 줄일 수 있어 자기충전성을 갖는 고성능콘크리트를 간편하게 제조할 수 있다.

지상식 LNG 저장탱크용 고강도 자기충전 콘크리트의 최적배합에 관한 연구 (Optimum Mix Proportion of the High Strength and Self Compacting Concrete Used Above-Ground LNG Storage Tank)

  • 권영호
    • 콘크리트학회논문집
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    • 제23권1호
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    • pp.99-107
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    • 2011
  • 이 연구는 대용량 지상식 LNG 저장탱크에 사용할 고강도 자기충전 콘크리트의 최적배합 조건을 도출하고, 현장적용을 위한 기본 자료를 제안하기 위한 것이다. 60~80 MPa 고강도 자기충전 콘크리트를 적용하면, 벽체두께의 감소와 자기충전성에 따른 인력절감 및 품질확보 등을 통하여 경제성을 확보할 것으로 예상된다. 시멘트 및 분체는 점성 증대 및 수화열 저감에 우수한 플라이애쉬와 저열 시멘트(벨라이트)를 사용하였다. 플라이애쉬의 치환율은 구속수비 및 배합변수 실험을 통해 정하였으며, 배합변수는 단위수량(W), 플라이애쉬 치환율(FA), 물-결합재비(W/B) 및 잔골재율(S/a)로 하여, 최적배합비 및 경제성 평가를 실시하였다. 실험 결과, 설계기준강도 60 MPa의 경우에는 단위수량 165 $kg/m^3$, 플라이애쉬 치환율 20% 및 물-결합재비 27~30%로 나타났으며, 설계기준강도 80 MPa의 경우에는 단위수량 165 $kg/m^3$, 플라이애쉬 치환율 10% 및 물-결합재비 25%로 나타났다. 또한, 기존의 설계기준강도 40 MPa과 비교해 볼 때, 압축강도 증가에 따른 재료비 상승은 60 MPa의 경우 14~22% 및 80 MPa의 경우 33%로 나타나, 현장관리 및 인력절감 등과 함께 매우 경제적인 것으로 나타났다.

요양병원 입원노인의 환자군 분류에 따른 자원이용수준 (Resource use of the Elderly in Long-term Care Hospital sing RUG-III)

  • 김은경
    • 대한간호학회지
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    • 제33권2호
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    • pp.275-283
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    • 2003
  • Purpose: This study was to classify elderly in long-term care hospitals for using Resource Utilization Group(RUG-III) and to consider feasibility of payment method based on RUG-III classification system in Korea. Method: This study designed by measuring resident characteristics using the Resident Assessment Instrument-Minimum Data Set(RAI-MDS) and staff time. The data were collected from 382 elderly over sixty-year old, inpatient in the five long-term care hospitals. Staff time was converted into standard time based on the average wage of nurse and aids. Result: The subjects were classified into 4 groups. The group of Clinically Complex was the largest(46.3%), Reduced Physical Function(27.2%), Behavior Problem(17.0%), and Impaired Cognition(9.4%). The average resource use for one resident in terms of care time(nurses, aids) was 183.7 minutes a day. Relative resource use was expressed as a case mix index(CMI) calculated as a proportion of mean resource use. The CMI of Clinically Complex group was the largest(1.10), and then Reduced Physical Function(0.93), Behavior Problem(0.93), and Impaired Cognition(0.83) followed. The difference of the resource use showed statistical significance between major groups(p<0.0001). Conclusion: The results of this study showed that the RUG-III classification system differentiates resources provided to elderly in long-term care hospitals in Korea.

인공어초 개발을 위한 재생골재 콘크리트의 실험적 연구 (An Experimental Study on Recycled Aggregate Concrete for Artificial Fishing Reefs)

  • 홍종현;김문훈;우광성
    • 한국해양공학회지
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    • 제17권4호
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    • pp.16-22
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    • 2003
  • The mechanical characteristics of newly recycled aggregate concrete on the basis of the proposed mix design model have been studied to develop the precast artificial fishing reefs. In the first task, the experimental test for the recycled aggregates taken from Jeju Island has been carried out to verify the material properties in terms of specific gravity, percentage of solids, absorption and abrasion of coarse aggregates. In the second task, the experimental parameters of newly recycled aggregate concrete are investigated to meet with the requirements of guidelines with respect to slump, unit weight, pH, ultrasonic velocity, void ratio, and compressive strength which are made of sea-shore sand ad slag cement. The natural aggregate and polypropylene fiber are added to newly recycled aggregate concrete to improve the compressive strength and quality. The optimal mix proportions for compressive strength are W/C=30%, S/a=15%, NA/G=50% in porous concrete case, W/C=40%, S/a=45% in plain concrete case, and W/C=40%, S/a-45%, PF=1.0kg/㎥ in fiber reinforced concrete case.

수분(水分)첨가된 옥수수(Corn-Cob-Mix)의 펌프 운송(運送) 시(時)의 유체성질(流體性質) 구명(究明) (Flow Properties of Water Additive Corn-Cob-Mix for Handling by Pump)

  • 오인환
    • Journal of Biosystems Engineering
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    • 제14권1호
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    • pp.33-40
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    • 1989
  • The flow properties of water added com-cob-mix(CCM) were studied in order to provide basic information for designing its pumping system. For the study, a model system similar to actual situation was constructed. From the experiment, it can be concluded that the flow properties of the water added CCM has close relationship with its moisture content as follows; 1. The pressure drop caused by friction was very low when the moisture content of water added CCM was more than 70%. However, when the moisture content of the material is about 60%, the pressure drop increases up to 10 kPa/m at low pumping speed, and 20 kPa/m at high pumping speed, respectively. 2. The water added CCM having about 65% moisture content showed pseudo-plastic flow characteristics. 3. As the moisture content of the material decreases, the shear stress increases more rapidly than the shear rate does. Finally, below approximately 60% moisture, the shear stress becomes a linear relationship with the shear rate. 4. It was possible to pump the material having the moisture content down to 58% through a pipe having 80 mm diameter by a pump operating at 234 rpm. However, by either increasing the diameter of the pipe or decreasing the pumping speed, it can be possible to pump the material having lower moisture content than 55%.

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도로유실 복구를 위한 골재 충전 고흐름도 모르타르의 기초 배합 연구 (Fundamental Study of Mix Proportions of High-Flow Cement-Based Mortar for Gravel-Fill Used in Restoration of Collapsed Roads)

  • 조현명;전상표;김승원;윤경구;박철우
    • 한국도로학회논문집
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    • 제17권2호
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    • pp.63-70
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    • 2015
  • PURPOSES: As a part of our research into repair techniques for roads that have collapsed as a result of a natural disaster, this study set out to find the optimum mix proportion for gravels to be used to restore a damaged area. METHODS: This study considered flow and strength-development characteristics. The experimental variables were the W/C ratio, the usage of the admixture, the types of cement, and the quantity of fine aggregate over three different experimental stages. The compressive strength was measured at 12 hours, one day, three days, and seven days. RESULTS : The flow varied with the amount of fine aggregate and the use of a high-range water-reducing (HRWR) admixture. The compressive strength also varied with respect to the type of cement and the W/C ratios. The strength satisfied the expected requirement of 21 MPa after one day, provided the mix proportion was appropriate. CONCLUSIONS: A gravel-filling high-flow cement-based mortar exhibited strength and consistency with a W/C ratio in the range of 0.40 to 0.45, assuming the use of HRWR at 0.5 to 0.7% and a fine aggregate/cement ratio of 1.0 to 1.5.

한국 패션기업의 국제마케팅 현황 분석 및 강화 방안 (Study on International Marketing of Korean Fashion Enterprises)

  • 손미영
    • 대한가정학회지
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    • 제44권10호
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    • pp.9-20
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    • 2006
  • Due the globalization trends of industry environment, not only fashion companies of the developed countries but also those of NICs and the developing countries are pursuing to globalize their businesses. This study was conducted (i) to identify the characteristics of international marketing mix of Korean fashion companies operating in oversea fashion markets and (ii) to analyze the performance of Korean fashion companies related to international marketing mix. The data were collected from inter-Korean fashion enterprises. A questionnaire was distributed to a person in charge of international division/international trade division who doing business in domestic market and a person in charge of a local subsidiary in oversea market. The methods of analysis used in this study were factor analysis, cluster analysis, and one-way ANOVA. The results of this study are as follows: First, according to factor analysis and cluser analysis, Korean fashion companies were classified in four (4) clusters. The fashion companies in Cluster I put their priority on price. The companies in Cluster II are traditional fashion companies which have relatively low power of product and price. The companies in Cluster III put their priority on product, and the companies in Cluster IV put their priority on local market. Second, according to ANOVA, a growth rate of sales make significant difference among 4 clusters and Clusters II and III were comparatively high in performance.

저강도 플라이애시-시멘트 복합체의 내구특성 (Durability Characteristics of Low Strength Fly ash-Cement Composites)

  • 원종필;신유길;이용수;안태송
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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    • pp.142-147
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    • 2000
  • Durability characteristics of controlled low strength material(flowable fill) with high volume fly ash content was examined. The mix proportions used for flowable fill are selected to obtain low-strength material in the 10 to 15kgf/㎥ range. The optimized flowable fill was consisted of 60kgf/㎥ cement content, 280kgf/㎥ fly ash content, 1400kgf/㎥sand content, and 320kgf/㎥water content. Subsequently, durability tests including permeability warm water immersion, repeated wetting & drying, freezing & thawing for high volume fly ash-flowable fill are conducted The test results indicated that flowable fill has has acceptable durability characteristics.

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