• Title/Summary/Keyword: 보도

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Content Analysis on the News Report Cases of Vibrio (내용분석을 통한 언론의 비브리오 보도사례 분석)

  • Woo, Ha-Joong;Kim, Young-Kyu
    • Journal of the Korean Society of Food Culture
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    • v.22 no.4
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    • pp.492-497
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    • 2007
  • The objectives of this study are to determine the full extent of the negative media reports and to broaden public awareness through content analysis. Samples of this study are news reports on vibrio on three major broadcasting companies such as MBC, KBS and SBS and three major national newspapers such as Chosun daily, Joongang daily and Donga daily in Korea for 5 years from January 1st in 2000 to December 31st in 2004. Total 628 cases were searched through from the web sites of fore mentioned TV and newspaper companies. It is highly advised to adhere to the proven fact as much as possible and full and thorough research on the outcome should be sought by media before they reach to the public.

Evaluation of Shear Strength for Wide Beam using GFRP Plate Shear Reinforcement (GFRP 판을 전단보강재로 사용한 넓은 보의 전단성능 평가)

  • Jo, Eunsun;Choi, Jin Woong;Kim, Min Sook;Kim, Heecheul;Lee, Young Hak
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.28 no.3
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    • pp.267-274
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    • 2015
  • In this paper, an experimental evaluation of shear strength of wide beam is presented. By the experiment in paper, shear strength depending on parameter of shear reinforcement by GFRP plate on wide beam is investigated. Specimens are 7 of reinforced by GFRP plate with openings. The shear reinforcement is manufactured into plate shape with openings to ensure perfect integration with concrete. The test was performed on 7 specimens. The parameters are including number of shear reinforcement by GFRP plates and center-to-center spacing between vertical strip. We analysed the crack, failure mode, strain, shear strength of specimens. A calculation of the shear strength of reinforced wide beam with GFRP plate based on ACI 318-11. The result of the experiment shows that the GFRP plate is works successfully as shear reinforcement in the wide beam.

A comparative study of news media coverage on the presidential candidate's commitments: applying Content Analysis method (대통령후보 공약에 대한 언론보도 비교연구: 보수적 언론과 진보적 언론의 내용분석을 중심으로)

  • Hong, Yong-Rak
    • Journal of Digital Convergence
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    • v.15 no.11
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    • pp.85-95
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    • 2017
  • The news media report the pledges of presidential candidates, which have important implications for political communication. This study is to investigate the difference between news coverage on the presidential candidate' s pledge and to discuss its implications. The sampled news from the two newspapers were analyzed for content analysis. Frequency analysis and Chi-square analysis are utilized with SPSS. As results, there was no difference in the tone of the article's headlines, but the difference of the tone between the article content was statistically significant. The results means that the media framing affect on the reader's perception. Follow - up study can be suggested a comparative study of past election candidates 'pledge reports, a network analysis for the news language, and a comparative analysis of newspaper coverage and broadcast coverage.

Analytical Structural Stability Evaluation for H-section Beams Made of Ordinary Structural Steels Based on Boundary Conditions at High Temperatures (일반 구조용 강재 적용 정정 및 부정정 보부재의 고온 시 해석적 내력 평가 연구)

  • Kwon, In-Kyu
    • Fire Science and Engineering
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    • v.29 no.4
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    • pp.33-38
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    • 2015
  • Loads applied on the floor are transferred through beams to columns. The beams can be designed as both end fixed or simple beams. The load bearing capacity of a beam depends on each boundary condition. However, when the load bearing capacity of a beam is evaluated in fire tests, all kinds of beams are tested using simple beam conditions. In this study, an analytical method performed using heat transfer theory and heat stress analysis based on the mechanical and thermal properties of SS-400 steel at high temperature. This method was used to clarify the differences between the two types of boundary conditions at normal and high temperature. The results show that the load bearing capacity of a both-end fixed beam at high temperature is superior to that of a simple beam. Therefore, the application of simple beam conditions in fire tests for evaluation of load bearing capacity is conservatively safe compared to fixed boundary conditions.

Analysis of the 'Scandal' News Frame : Based on the Social Construction of Reality (국내 신문의 '스캔들' 보도 프레임 분석 : 실재의 사회적 구성 논의를 중심으로)

  • Choi, Mideum;Tae, Bora
    • The Journal of the Korea Contents Association
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    • v.17 no.8
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    • pp.98-109
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    • 2017
  • According to Peter Berger and Thomas Luckmann, people do not live understanding the objective existence, but live defining the reality that is socially constructed. This study analyzed the frame of news report dealing with public figures to inquire into the following subjects: Which group is defined as a public figure? Which role and obligation are required for a public figure? Which standard can be set to judge right and wrong of behavior of a public figure? The research result shows that the press mentioned with most frequency politicians and broadcasting-related people as public figures. In case of politicians, the press focuses most on scandals related to their duties and qualities, while in case of broadcasting-related people, the press focuses most on scandals relevant to ethical problems.

A Study on the Permission Method of Personal Mobility Device (PMD) on Sidewalk (보도에서의 개인교통수단 통행 허용 방안에 대한 연구)

  • Kim, Youngmin;Kim, Jisoo;Moon, Byeongsup
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.17 no.5
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    • pp.88-99
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    • 2018
  • In Korea, there is no clear regulation about right of way (ROW) for personal mobility device (PMD). So it is now illegal to use PMD in a space other than roadway. PMD has an advantage of being able to travel a long distance to move on foot with a relatively high speed, so it seems to spread widely in the near future. In this study, we'd like to establish the permission criteria for PMD in sidewalk, with the performance factors of the PMD. We review the cases of ROW of PMD in some foreign countries, and the performance standards for similar products that are currently allowed to use in the sidewalk or used in the sidewalk. Based on the maintenance standards for the sidewalk, we establish criteria to select the PMD moving means that can be used in sidewalk.

Flexural Analysis of Laminated Composite T-Beams (적층복합 T형 보의 휨 해석)

  • Back, Sung Yong
    • Journal of Korean Society of Steel Construction
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    • v.26 no.5
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    • pp.397-405
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    • 2014
  • A shear-flexible beam element is presented for the flexural analysis of laminated composite T-beams with arbitrary lay-ups. Based on the first-order shear deformable beam theory, the derived element takes into account warping shear deformation and all coupling coming from material anisotropy. Three different types of beam elements, namely, the two-noded, three-noded, and four-noded beam elements with seven degree-of-freedom per node are developed to solve governing equations. To demonstrate the versatility and accuracy of the beam element formulated, numerical results are performed for symmetric and anti-symmetric angle-ply composite T-beams under the uniformly distributed and concentrated load. The effects of fiber angle and shear deformation are investigated for different laminated stacking sequence. The quadratic and cubic elements are shown to be applicable to the flexural analysis of composite T-beams.

Evaluation on Flexural Behavior of Hybrid Beams with Rigid Joint Connecting Steel and Precast Concrete Elements (강재 보-PC 보가 강접합 연결된 하이브리드 보의 휨 거동 평가)

  • Seo, Eun-A;Yang, Keun-Hyeok;Hong, Seung-Hyun
    • Journal of the Korea Concrete Institute
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    • v.28 no.1
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    • pp.13-21
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    • 2016
  • A hybrid precast concrete beam system with a simple rigid connection was proposed to compensate the limitations and shortcomings of the conventional bolt connection associated with the H-beams embedded into concrete beams. Three beam specimens with fixed both ends were tested under one-point top cyclic loading to explore the effectiveness of the developed hybrid beam system in transferring externally applied flexure to a column. The main parameter considered was the length ($L_s$) of H-beam, which was selected to be $0.25L_I$, $0.5L_I$, and $1.0L_I$, where $L_I$ is the distance from the support to the point of inflection. All beam specimens showed a better displacement ductility ratio than the reinforced concrete beams with the same longitudinal reinforcement index, indicating that the cyclic load-deflection curve and ductility were insignificantly affected by $L_s$. The continuous strain distribution along the beam length and the prediction of the ultimate load based on the collapse mechanism ascertained the structural adequacy of the developed rigid connection.

Development of Degenerated Beam Elements Using Higher-Order Displacement Profile (고차(高次) 변위(變位)를 고려(考慮)한 요소(要素)의 해석(解析))

  • Shin, Young Shik
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.2 no.3
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    • pp.75-86
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    • 1982
  • The degeneration of two classes of thick beam elements has been conducted, one (DB6) based on the conventional Timoshenko beam assumptions whereas the other (DB7) based on the assumed cubic axial displacement profile. While an adjustable shear correction factor is required for the DB 6 element to compensate for the unrealistic distribution of shear strain across the thickness, the DB 7 element assumes the more realistic quadratic profile of shear strain at the outset. With the plane-stress continuum solution as reference, solutions obtained by these two element models are compared with the analytical Timoshenko solution, the analytical thin beam solution and several available solutions of other existing beam elements. The result indicates that the performance of the higher order beam element DB 7 is consistently superior to any others. This is true for the whole range of aspect ratios of beam, in both static and free vibration analyses.

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