• Title/Summary/Keyword: Distribution Box

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Consumers' purchasing behavior and preference for small packaged apple (포장사과 구입실태 및 선호 분석)

  • Cho, Jae-Hwan;Lee, Han-Sung;Lee, Sang-Hak;Kim, Tae-Kyun;Hong, Na-Kyung
    • Korean Journal of Agricultural Science
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    • v.39 no.1
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    • pp.151-159
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    • 2012
  • This paper analyzes the consumers' preference for packaged apple and derives the measures to vitalize the distribution of packaged apple. To do this, survey was conducted for consumers in large cities, Seoul, Busan, and Daegu to observe their purchasing behavior and satisfaction both for packaged and unpackaged apple. Survey was focused to how they are satisfied with several attributes of package such as size, appearance, content, material, and label. On the basis of the survey results, the values of the package attributes were estimated. Survey results show that consumers tend to buy unpackaged apple rather than packaged apple. About 34 percent out of 313 respondents have ever purchased apple packed with paper box while only 10.5 percent have an experience to buy packaged apple with transparent box. Most respondents answered they preferred the package of five to six apples and 1.3 kilograms most. They preferred mid or large size apple. Estimation of the values of the package attributes using the conjoint analysis shows that consumers are giving the highest value to the price of packing material. It means that consumers are reluctant to the extra payment resulted from packing the apple. Therefore, the efforts to reduce the cost of packing apple should be made steadily. In order to vitalize the distribution of small packaged apple, the package should contain high quality apple with high sugar content, proper size, good appearance, and so on. And it needs to be promoted to the consumers that small packaged apple are not inferior to apple packed with paper box.

Experimental and finite element parametric investigations of the thermal behavior of CBGB

  • Numan, Hesham A.;Taysi, Nildim;Ozakca, Mustafa
    • Steel and Composite Structures
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    • v.20 no.4
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    • pp.813-832
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    • 2016
  • This research deals with the behavior of Composite Box Girder Bridges (CBGBs) subjected to environmental effects such as solar radiation, atmospheric temperature, and wind speed. It is based on temperature and thermal stress results, which were recorded hourly from a full-scale experimental CBGB segment and Finite Element (FE) thermal analysis. The Hemi-cube method was adopted to achieve the accuracy in temperature distributions and variations in a composition system during the daily environmental variations. Analytical findings were compared with the experimental measurements, and a good agreement was found. On the other hand, parametric investigations are carried out to investigate the effect of the cross-section geometry and orientation of the longitudinal axis of CBGB on the thermal response and stress distributions. Based upon individual parametric investigations, some remarks related to the thermal loading parameters were submitted. Additionally, some observations about the CBGB configurations were identified, which must be taken into account in the design process. Finally, this research indicates that the design temperature distribution with a uniform differential between the concrete slab and the steel girder is inappropriate for describing the thermal impacts in design objective.

Loading capacity evaluation of composite box girder with corrugated webs and steel tube slab

  • He, Jun;Liu, Yuqing;Xu, Xiaoqing;Li, Laibin
    • Structural Engineering and Mechanics
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    • v.50 no.4
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    • pp.501-524
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    • 2014
  • This paper presents a type of composite box girder with corrugated webs and concrete filled steel tube slab to overcome cracking on the web and reduce self-weight. Utilizing corrugated steel web improves the efficiency of prestressing introduced into the top and bottom slabs due to the accordion effect. In order to understand the loading capacity of such new composite structure, experimental and numerical analyses were conducted. A full-scale model was loaded monotonically to investigate the deflection, strain distribution, loading capacity and stiffness during the whole process. The experimental results show that test specimen has enough loading capacity and ductility. Based on experimental works, a finite element (FE) model was established. The load-displacement curves and stress distribution predicted by FE model agree well with that obtained from experiments, which demonstrates the accuracy of proposed FE model. Moreover, simplified theoretical analysis was conducted depending on the assumptions which were confirmed by the experimental and numerical results. The simplified analysis results are identical with the tested and numerical results, which indicate that simplified analytical model can be used to predict the loading capacity of such composite girder accurately. All the findings of present study may provide reference for the application of such structure in bridge construction.

Long-Term Monitoring and Analysis of a Curved Concrete Box-Girder Bridge

  • Lee, Sung-Chil;Feng, Maria Q.;Hong, Seok-Hee;Chung, Young-Soo
    • International Journal of Concrete Structures and Materials
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    • v.2 no.2
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    • pp.91-98
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    • 2008
  • Curved bridges are important components of a highway transportation network for connecting local roads and highways, but very few data have been collected in terms of their field performance. This paper presents two-years monitoring and system identification results of a curved concrete box-girder bridge, the West St. On-Ramp, under ambient traffic excitations. The authors permanently installed accelerometers on the bridge from the beginning of the bridge life. From the ambient vibration data sets collected over the two years, the element stiffness correction factors for the columns, the girder, and boundary springs were identified using the back-propagation neural network. The results showed that the element stiffness values were nearly 10% different from the initial design values. It was also observed that the traffic conditions heavily influence the dynamic characteristics of this curved bridge. Furthermore, a probability distribution model of the element stiffness was established for long-term monitoring and analysis of the bridge stiffness change.

Strength Analysis of Joint Between Steel Plate and CFRP Laminated Splice Plates Patched by Adhesive (접착제를 사용한 CFRP와 강재 이음부의 강도 해석)

  • Park, Dae-Yong;Lee, Sang-Youl;Chang, Suk-Yoon
    • Journal of the Korean Society for Advanced Composite Structures
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    • v.2 no.2
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    • pp.13-19
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    • 2011
  • This paper presents the stress distribution of the damaged butt joint of steel plate using CFRP laminates when the flange in tension zone of steel box girder is welded by butt welding. When CFRP sheets are patched on tension flange of steel-box girder, the stress distribution of a vertical and normal direction on damaged welding part is shown as parameters such as a variation of the thickness of adhesive, the overlap length with steel, and the modulus of elasticity of CFRP sheets. For the study, we wrote the computer program using the EAS(Enhanced assumed strain) finite element method for plane strain that has a very fast convergency and exact stress for distorted shape.

Phase Distribution, Microstructure, and Electrical Characteristics of NASICON Compounds

  • N.H. Cho;Kang, Hee-Bok;Kim, Y.H.
    • The Korean Journal of Ceramics
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    • v.1 no.4
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    • pp.179-184
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    • 1995
  • Sodium superionic conductor (NASICON) compounds were prepared. The effects of sintering temperature and cooling rate on the formation and the distribution of crystalline NASICON and $ZrO_3$ second phase were investigated. In the von Alpen-type composition, the $ZrO_2$ second phase is in thermal equilibrium with the crystalline NASICON above $1320^{\circ}C$, but when cooled through 1260-$1320^{\circ}C$ crystalline NASICON was formed by reaction between $ZrO_2$ and liquid phase. Very slow cooling ($1^{\circ}C$/hr) to $1260^{\circ}C$ from sintering temperature decreased the amount of sodium which prevents the formation of the crystalline NASICON resulted high number of $ZrO_2$ grains near the surface of some sintered bodies. Maximum electrical conductivity of 0.200 ohm-1cm-1 was obtained at $300^{\circ}C$ for well-sintered samples with little $ZrO_3$. On the other hand, low conductivities were obtained for rapid-cooled samples which have less dense microstructure.

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Commissioning results of the KSTAR helium refrigeration system (KSTAR 저온헬륨설비 시운전 결과)

  • Cho, K.W.;Chang, H.S.;Park, D.S.;Joo, J.J.;Moon, K.M.;Kim, Y.S.;Bak, J.S.;Yang, S.H.;Fauve, E.
    • Progress in Superconductivity and Cryogenics
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    • v.11 no.1
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    • pp.64-68
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    • 2009
  • To keep the superconducting (SC) magnet coils of KSTAR at proper operating conditions, not only the coils but also other cold components, such as thermal shields (TS), magnet structures, SC bus-lines (BL), and current leads (CL) must be maintained at their respective cryogenic temperatures. A helium refrigeration system (HRS) with an exergetic equivalent cooling power of 9kW at 4.5K without liquid nitrogen $(LN_2)$ pre-cooling has been manufactured and installed for such purposes. In this proceeding, we will present the commissioning and initial operation results of the KSTAR HRS. Circuits which can simulate the thermal loads and pressure drops corresponding to the cooling channels of each cold component of KSTAR have been integrated into the helium distribution system of the HRS. Using those circuits, the performance and the capability of the HRS, to fulfill the mission of establishing the appropriate operating condition for the KSTAR SC magnet coils, have been successfully demonstrated.

Measurement and Proposed Design Specification of Temperature Distribution in the Concrete Pylon (콘크리트 주탑의 온도분포 계측 및 설계규정 제안)

  • Hwang, Eui-Seung;Shim, Jae-Soo;Kim, Do-Young
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.34 no.1
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    • pp.1-8
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    • 2014
  • This paper deals with monitoring and analysis of temperature measurement data in concrete pylon of long span cable bridges. During the construction of Geoga Bridge in Busan-Geoje Fixed Link Project, temperature sensors were installed in several sections of hollow box type concrete pylon and temperatures along the depth of the four sides of the section have been recorded along with ambient temperature. Effects of temperature distribution on the pylon are analysed using actual measured data and results are compared with the design guideline. It was found that the temperature load model for concrete girder can be applied to box type concrete pylon. Structural analysis of the pylon due to variation of temperature distribution during the construction is performed using 3D modelling and FE program and the maximum displacements of east-west and north-south side were calculated as 0.056m and 0.121m, respectively.

Key Distribution Scheme for Supporting Multiple Set-Top Box in Chipset Pairing Conditional Access System (칩셋 페어링 접근제한시스템 환경에서 다중 셋톱박스를 지원하는 키 분배 기법)

  • Lee, Hoon-Jung;Son, Jung-Gab;Oh, Hee-Kuck
    • The KIPS Transactions:PartC
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    • v.19C no.1
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    • pp.39-46
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    • 2012
  • In this paper, we propose a key distribution scheme for flexible chipset pairing conditional access system. Chipset pairing conditional access system is the implementation of CA (Conditional Access) module by using both embedded secure chip in a Set-Top Box(STB) and smartcard, and the secure chip embedded in a STB forms a secure channel between the smartcard and the STB. In short, it is the system that a smartcard outputs encrypted CW (Control Word) to the STB, and the STB decrypts an encrypted CW by using the embedded secure chip. The drawback of this chipset pairing conditional access system is that one smartcard is able to be used for only one specified STB since it is the system using the STB bound to a smartcard. However, the key distribution scheme proposed in this paper overcomes a drawback of current chipset pairing conditional access system by using Chinese Remainder Theorem(CRT). To be specific, with this scheme, one smartcard can be used for multiple, not single, STBs, and applied to current chipset pairing without great changes.

A Study on the Quality Improvement of Electrical Master Box in Aircraft Vibration Environment (항공기 진동 환경에서의 전원분배장치 품질개선 연구)

  • Seo, Youngjin;Lee, Yoonwoo;Jang, Minwook;Jo, Jihyung
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.20 no.8
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    • pp.181-189
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    • 2019
  • An aircraft power distribution device distributes and controls the power generated by the generator and provides overcurrent protection. There are many defect phenomena that make AC power distribution impossible during flight, which poses a problem in because some electronic equipment cannot be operated. We describe a process of deriving the root cause of defects by using vibration testing equipment to simulate the vibration conditions during aircraft flight, which result in defects. The results show that the cause of the defect is internal wiring damage caused by the vibration of the contactor of the AC power distribution device. Therefore, the shape of the contactor was improved to solve this problem. We also improved the test procedure by performing defect detection tests using vibration testing equipment to detect a faulty contactor. As a result of the improvements, a component certification test and flight test proved that the defect phenomena of the AC electrical master box were improved.