• 제목/요약/키워드: total required reinforcement

검색결과 46건 처리시간 0.021초

A Study on Revitalization of Revenue through Difference of Consumer Perception of Characteristics of Mobile Social Commerce

  • Choi, Beet-Na;Yang, Hoe-Chang
    • Asian Journal of Business Environment
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    • 제8권1호
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    • pp.31-38
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    • 2018
  • Purpose - This study aimed to verify some cues for invigorating sales of mobile social commerce companies by analyzing differences in consumers' perceptions on characteristics of mobile commerce, after applying the step 1 of strategy deduction approach using the differences in their perceptions. Research design, data, and methodology - Efficient questionnaires of a total of 365 respondents who answered the questions about the importance of and the satisfaction with 14 characteristics of social commerce were returned, and then, paired-samples t-test and IPA by all respondents, gender, age and incomes were conducted. Results - The analysis showed that a maintenance/reinforcement strategies planned by companies are required for some factors including discount rate at the first quadrant, while active improvement strategies are required for others including reliability and interactivity at the second quadrant. Conclusions - The findings show that different marketing strategies should be established for each consumer who often uses mobile social commerce, and that more effective and efficient performance of mobile social commerce may be acquired by establishing and operating active improvement strategies.

A Study on Strategic Ways to Increase Eco-friendly Food Sales Using IPA

  • CHOI, Beet-Na;YANG, Hoe-Chang
    • 융합경영연구
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    • 제9권1호
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    • pp.15-24
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    • 2021
  • Purpose: This study measured the consumer-perceived importance and satisfaction of eco-friendly food selection factors and performed the IPA to derive the factors that need to be maintained, reinforced, improved and selectively improved or where investment need to be minimized, and thus provide some clues for eco-friendly food companies' sales growth. Research design, data and methodology: To this end, efficient questionnaires of a total of 312 respondents who answered the questions about the importance of and the satisfaction with 20 selection attribute factors of eco-friendly foods were returned, and then, paired-samples t-test and IPA by all respondents, gender, age and incomes were conducted. Results: The analysis showed that a maintenance/reinforcement strategies planned by companies are required for some factors including 'safety' and 'product quality' at the first quadrant, while active improvement strategies are required for others including 'price' and 'flavor' at the second quadrant. Conclusions: The findings show that different marketing strategies should be established for each consumer who often purchase eco-friendly foods, and that more effective and efficient performance of eco-friendly food companies may be acquired by establishing and operating active improvement strategies.

외부 프리스트레싱과 탄소섬유판을 결합한 콘크리트 구조물 보강 (Strengthening of Concrete Structures with External Post-Tensioning and CFRP Strips)

  • 임동환;박성환;김용일
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.165-168
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    • 2006
  • Carbon fiber reinforced polymer(CFRP) have superior mechanical and chemical properties in comparison with conventional materials. And post-tensioning method has been used for structural reinforcement of RC structures due to easy installation and good effect of resisting capacity of structures. But the higher cost of CFRP and the loss of prestressing force with time are considered the major problems to use it. In this study, CFRP Strips and external post tensioning for rehabilitation of old concrete structures were adapted and optimal combination of these methods is considered. A total of 17 concrete members were made and tested. The types and numbers of CFRP strips and post-tensioning types were selected as major test variables. From test results, it is shown that the concrete members that post tensioned and bonded CFRP strips has a pronounced effect on the strength and deformational behavior. This present study indicates that external temporally post tensioning can reduce the amount of CFRP strips required and the combination of temporally post tensioning and CFRP strips may meet the strength and ductility requirements of old structures.

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급경사지재해 안정화기술에 대한 특허분석 (Analysis of Patents regarding Stabilization Technology for Steep Slope Hazards)

  • 송영석;김재곤
    • 지질공학
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    • 제20권3호
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    • pp.257-269
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    • 2010
  • 본 연구에서는 급경사지재해 안정화기술 분야에 관하여 한국, 미국, 일본 및 유럽에서 출원 공개/등록된 특허를 중심으로 특허동향을 분석하였다. 중분류는 예측기술, 계측기술, 대책/보강/저감기술, 실내실험과 같이 4개로 분류하였으며, 2,134건의 최종 유효 분석대상 특허를 선별하였다. 특허건수와 출원인수의 상관관계를 이용한 포트폴리오 분석결과 한국 및 미국의 경우 발전기 단계에 있으며, 일본과 유럽의 경우 퇴조기에 있는 것으로 분석되었다. 한국의 경우 국가주도의 연구 활동으로 인하여 특허활동이 활발한 것으로 분석된다. 중분류 기술 분야별 분석 결과, 일본은 급경사재해 예측분야, 미국은 급경사재해 실내실험분야가 각 국가의 경쟁력 분야인 것으로 분석되었으며, 한국의 경우 급경사재해 예측과 급경사재해 실내실험 분야가 공백기술인 것으로 분석되었다. 분석결과를 토대로 기술별 향후 연구개발 방향을 정리하면 예측기술 분야에서는 신규 유한요소해석 방법 또는 수치해석 모델 정립이 필요하고, 계측기술 분야에서는 센서개발기술, 정보취합을 통한 재해예측기술, IT기술과 융합을 통한 장치관련 기술 등이 필요하다. 그리고 재해/대책/저감기술 분야에서는 기존 사방구조물의 개량, 차별화된 사면보강공법 등의 개발이 필요하며 실내실험분야에서는 새로운 최적화된 구조의 실험장치 또는 방법의 개발이 필요한 것으로 조사되었다.

지역난방 열배관 강화를 위한 실증시험 연구 (Experimental Study for the Reinforcement of District Heating Pipe)

  • 김재민;김주용;조종두
    • 대한기계학회논문집A
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    • 제40권3호
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    • pp.245-252
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    • 2016
  • 본 논문은 벤드(bend)부의 노후 문제를 경감시키기 위한 대안으로 폼패드를 없앤 이중보온관의 형상 설계를 제안하였다. 전 관경에 대해 유한요소해석을 수행하였으며, 이를 토대로 전단제어링 형상을 결정하였다. 제안된 전단제어링 사양 강화이형관에 대한 현장 시공 시험은 진행하였으며, 온도와 응력 데이터를 취득 및 분석하였다. 강화이형관의 제작과 현장 시범시공을 통하여 강화이형관이 폼패드를 시공하지 않으면서도 강관의 열응력이 허용치 기준내에 있음을 확인하였다. 특히 보온재의 전단강도가 강화되어 폼패드를 적용한 기존 벤드보다 낮은 최대 전단응력이 발생함을 확인함으로써, 강화이형관 적용에 따른 구조 안전성 향상 효과를 확인하였다.

강관 다단 그라우팅 공법(UAM)의 설계법 제안 (Suggestion of a Design Method for UAM)

  • 박이근;임종철
    • 한국지반공학회논문집
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    • 제20권3호
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    • pp.97-106
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    • 2004
  • 토피고가 낮아 지반의 자립성이 적은 토사층, 풍화암층에서 시공되는 터널 구조물의 경우, 시공중 붕락을 방지하고 단기적인 안정성을 확보하기 위해서 보조공법들이 사용되는데 특히, 터널의 보강과 차수효과를 동시에 얻을 수 있는 강관 다단 그라우팅 공법(Umbrella Arch Method)이 많이 적용되고 있다. 그러나, 국내에서는 아직 본 공법의 적용에 있어 외국자료나 경험적 방법에 의한 설계 및 시공이 이루어지고 있는 실정임을 감안할 때, 합리적이고 이론적인 설계 및 해석기법의 도입이 필요하다. 본 논문에서는 강관 다단 그라우팅 공법을 적용한 NATM 현장에서 계측을 통해 터널 굴착에 따른 강관의 거동을 분석하고, UAM 설계시에 적용할 수 있는 하중계를 제안하였다. 그리고, 제안된 하중계를 바탕으로 실제 현장에서 적용할 수 있는 UAM의 설계지침 즉, 강관길이$(L_e , L_b)$, 중첩시공거리(x), 횡방향 설치간격 등을 결정할 수 있는 설계법을 제안하였다.

탄소섬유시트로 보강된 철근콘크리트 보의 시공불량시 휨 거동에 관한 연구 (A Study on Flexural Behavior of Externally Reinforced R.C. Beam with Carbon Fiber Sheet : In Case of Constructional Deficiencies)

  • 박현정;이홍주;박성수
    • 한국구조물진단유지관리공학회 논문집
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    • 제6권1호
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    • pp.95-102
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    • 2002
  • The flexural behavior of the reinforced concrete (RC) structure upgraded by external reinforcements was examined in this study. It is well known that the incorporation of carbon fiber sheet (CFS) with concrete is one of the most effective ways to strengthen the RC structure. Complete bonding is required between CFS and concrete in order to make the RC structure provide its full function until the time the Re structures serve. Many studies have reported that construction deficiencies have caused the debonding of the CFS from concrete before the RC structure with CFS reaches its ultimate capacity. This research took a systematic look at the failure mechanism, macroscopic load-deformation characteristics, the maximum load applied, and maximum bending moment when construction deficiencies exist. The results of the experiment conducted were compared with theoretically derived values. In the future, the results of this investigation will help minimize the factors of construction deficiencies, which may occur when CFS is used to reinforce a RC structure. The experiment was manipulated with steel reinforcement ratio and piles of CFS on a total of 14 beams ($20cm{\times}30cm{\times}240cm$). The results showed that internal moment capacity increased even when construction deficiencies existed. However, RC structures with CFS in the field still contain a considerable level of potential risks.

Feasibility of a polydioxanone plate as an adjuvant material in rhinoplasty in Asians

  • Oh, Gwang Jin;Choi, Jaeik;Kim, Taek-Kyun;Jeong, Jae-Yong;Kim, Joo-Hak;Kim, Sunje;Oh, Sang-Ha
    • Archives of Plastic Surgery
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    • 제46권2호
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    • pp.152-159
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    • 2019
  • Background Nasal framework-supporting procedures such as septal extension grafts, derotation grafts, and columellar strut grafts are usually required in rhinoplasty in Asian patients because the skin envelope is tight, but the nasal framework is small and weak. Autologous materials are preferred, but they have some limitations related to the amount that can be harvested and the frequency of use. Therefore, synthetic materials have been used to overcome these limitations. Methods A total of 114 patients who received a polydioxanone (PDS) plate as an adjuvant material in rhinoplasty from September 2016 to August 2017 were retrospectively investigated. The PDS plate was used as to support the weak framework and to correct the contour of the alar cartilages. The PDS plate was used for reinforcement of columellar struts and septal L-struts, alar cartilage push-down grafts, fixation of septal extension grafts, and correction of alar contour deformities Results Primary and secondary rhinoplasty was performed in 103 and 11 patients, respectively. Clinically, no significant inflammation occurred, but decreased projection of the tip was observed in seven patients and relapse of a short nose was noted in five patients. Conclusions PDS plates have been used in the United States and Europe for more than 10 years to provide a scaffold for the nasal framework. These plates can provide reinforcement to columellar struts, L-struts, and septal extension grafts. In addition, they can assist in deformity correction. Therefore, PDS plates can be considered a good adjuvant material for Asian patients with weak and small nasal cartilage.

댐.제방유실 사고사례를 통한 재해경감 대책기술 (Disaster reduction technique based on the case study on embankment failures)

  • 홍병만;김현태;강병윤;류기정
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 지반공학 공동 학술발표회
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    • pp.117-128
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    • 2005
  • Korea is affected by typhoon 2-3 times a year, and 50${\sim}$60 % of annual rainfall is concentrated during summer with heavy daily precipitation. Recently such natural conditions cause many of failures or damages of reservoirs and embankments. Overflow by heavy flood is the main cause that results 54.2 % of total embankment failures with damages of spillway, outlet channel and stilling basin. Since damages by overflow are triggered by scour of soils nearby the structures, use of proper backfill materials with great resistance against erosion should be considered and application of suitable construction method to protect erosion may be adopted. Most failures of levee are caused by piping along the surface of cross-structure underneath levee. Such failures may be protected by deep consideration of piping at the stage of design and good quality control during construction. Sufficient magnitude of spillway and outlet channel is the ideal way to prevent failures by the flood. For existing structures, remodeling with reinforcement to protect against flood with review of required storage of dam should be considered.

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보강사면(補强斜面)에 대한 Centrifuge Test와 Two-part Wedge 해석(解析)의 비교평가(比較評價) (Comparison and Evaluation of Two-part Wedge Analysis for Reinforced Slopes with Centrifuge Test)

  • 서인식;이친;김병탁
    • 한국산업융합학회 논문집
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    • 제2권2호
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    • pp.35-39
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    • 1999
  • Results of two-part wedge analysis and centrifuge test executed by Zornberg et al. were compared for geotextile-reinforced slope stability. For two-part wedge analysis results of two cases, a frictional case considering internal friction of soil as interwedge friction and a nonfrictional case not considering, were also compared and evaluated. The analysis was based on limit equilibrium and two-part wedge was divided into slices as many as the number of geotextiles to obtain a maximum tension distribution mobilized in reinforcements. A significant observation was that the distribution was a triangular shape with maximum tension of geotextile at a transit point of interwedge. The number of geotextiles and failure surface of frictional case were reasonable and more comparable to results of the centrifuge tests than those of nonfrictional case. Therefore it can be said that two-part wedge analysis is recommendable for design analysis of reinforced slopes if an interwedge angle is regarded to be an angle of internal friction in soil.

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