• Title/Summary/Keyword: Major damage

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electrical Damage of Metallized Film Capacitors (필름 Capacitor의 전기적Damage에 관한 연구)

  • ;Chathan M. Cooke
    • The Transactions of the Korean Institute of Electrical Engineers
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    • v.40 no.6
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    • pp.574-581
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    • 1991
  • Damage in film capacitors has been investigated, using FTIR and ESCA, aiming to elucidate the nature of electrode removal and the possibility of base films to be damaged. Also, tests were conducted to investigate the effect of a long-term thermal aging at elevated temperatures. Unsuccessful clearing or grape-clustering processes can induce a long-term degradation which involves the chemical and morphological changes. Major changes are the oxidation and the decrease in surface crystallinity possibly arising from the corona discharge. An immediate deterioration of BOPP film may occur when the air entrapped between the film layers induces an extensive autocatalytic oxidative degradation. This type of immediate damage may result in a premature failure at an early stage of qualification test. As far as the nature of electrode removal is concerned, a permanent removal of electrode materials was observed in the main erosion area.

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Focal Plane Damage Analysis by the Space Radiation Environment in Aura Satellite Orbit

  • Ko, Dai-Ho;Yeon, Jeoung-Heum;Kim, Seong-Hui;Yong, Sang-Soon;Lee, Seung-Hoon;Sim, Enu-Sup;Lee, Cheol-Woo;De Vries, Johan
    • Bulletin of the Korean Space Science Society
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    • 2011.04a
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    • pp.28.1-28.1
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    • 2011
  • Radiation-induced displacement damage which has caused the increase of the dark current in the focal plane adopted in the Ozone Monitoring Instrument (OMI) was studied in regards of the primary protons and the secondaries generated by the protons in the orbit. By using the Monte Carlo N-Particle Transport Code System (MCNPX) version 2.4.0 along with the Stopping and Range of Ions in Matter version 2010 (SRIM2010), effects of the primary protons as well as secondary particles including neutron, electron, and photon were investigated. After their doses and fluxes that reached onto the charge-coupled device (CCD) were examined, displacement damage induced by major sources was presented.

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Antioxidant Effects of 2,3,6-tribromo-4,5-dihydroxybenzyl Methyl Ether (TDB) from the Red Alga, Symphyocladia latiuscula

  • Park, Hye-Jin;Kim, Hyeung-Rak;Choi, Jae-Sue
    • Fisheries and Aquatic Sciences
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    • v.12 no.2
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    • pp.86-89
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    • 2009
  • 2,3,6-Tribromo-4,5-dihydroxybenzyl methyl ether (TDB) from the methanolic extract of the red alga Symphyocladia latiuscula exhibits major antioxidant activity. In this study, the activity of TDB against oxidative damage in deoxyribose and DNA was investigated in vitro for potential applications in preventing mutagenesis caused by DNA damage. TDB inhibited the oxidation of deoxyribose at concentrations of up to $1{\mu}g$/mL in the presence of $Fe^{+3}$-EDTA/$H_2O_2$. Furthermore, TDB showed no pro oxidant activity as determined by absence of the reduction of bleomycin-$Fe^{+3}$ to bleomycin-$Fe^{+2}$, which leads to DNA damage. Based on these results, TDB demonstrated considerable antioxidant activity without prooxidant properties.

Windborne debris risk analysis - Part II. Application to structural vulnerability modeling

  • Lin, Ning;Vanmarcke, Erik;Yau, Siu-Chung
    • Wind and Structures
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    • v.13 no.2
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    • pp.207-220
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    • 2010
  • The 'chain reaction' effect of the interaction between wind pressure and windborne debris is likely to be a major cause of damage to residential buildings during severe wind events. The current paper (Part II) concerns the quantification of such pressure-debris interaction in an advanced vulnerability model that integrates the debris risk model developed in Part I and a component-based wind-pressure damage model. This vulnerability model may be applied to predict the cumulative wind damage during the passage of particular hurricanes, to estimate annual hurricane losses, or to conduct system reliability analysis for residential developments, with the effect of windborne debris fully considered.

Seismic vulnerability of Algerian reinforced concrete houses

  • Lazzali, Farah
    • Earthquakes and Structures
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    • v.5 no.5
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    • pp.571-588
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    • 2013
  • Many of the current buildings in Algeria were built in the past without any consideration to the requirements of the seismic code. Among these buildings, there are a large number of individual houses built in the 1980's by their owners. They are Reinforced Concrete (RC) frame structures with unreinforced hollow masonry infill walls. This buildings type experienced major damage in the 2003 (Algeria) earthquake, generated by deficiencies in the structural system. In the present study, special attention is placed upon examining the vulnerability of RC frame houses. Their situation and their general features are investigated. Observing their seismic behavior, structural deficiencies are identified. The seismic vulnerability of this type of buildings depends on several factors, such as; structural system, plan and vertical configuration, materials and workmanship. The results of the vulnerability assessment of a group of RC frame houses are presented. Using a method based on the European Macroseismic Scale EMS-98 definitions, presented in previous studies, distribution of damage is obtained.

Development of Early Evaluation System for Concrete Quality, Construction and Maintenance (콘크리트 품질ㆍ시공ㆍ유지관리의 조기판정시스템 개발)

  • 손용우;이증빈;최미라;박봉수
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2004.10a
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    • pp.517-526
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    • 2004
  • In the resent years, the early evaluation of concrete quality, construction and maintenance has been considered as all is of major concern due to the increase of loading and the degradation of structures related with time. This paper presents evaluation of structural safety performance using measured data of construction, on the basis of a field measurements for the prevention of unreliable concrete works. Measurements analyzed in this paper are early quality condition and performance assessment, serviceability performance by cracks and deflection, rating performance by loading, durability performance by chloride attack and carbonation. Thus, a quantitative assessment model of resistance capacity was developed here to meet the requirement for deteriorated concrete structures. The model focuses on damage mechanical of concrete structures deteriorated by initial damage factors for concrete quality and environment factors such as chloride and carbonation attacks. These results could provide useful information for concrete structures interested in design, construction and maintenance.

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Oxidative DNA damage by Ethanol Extract of Green Tea

  • Park You-Gyoung;Kwon Hoonjeong
    • Environmental Mutagens and Carcinogens
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    • v.25 no.2
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    • pp.71-75
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    • 2005
  • Green tea and their major constituents such as catechins are famous materials for their anti-oxidative and anti-carcinogenic activity, but many compounds with reducing power can promote the oxidation in their oxidized form or in the presence of metal ion. We investigated the pro-oxidative effect of the ethanol extract equivalent up to 30mg of dried weight of green tea leaves in four in vitro systems which could be used for detecting DNA damage. Although ethanol extract of green tea did not show significant mutagenicity in Salmonella typhimurium TA102, which is sensitive strain to oxidative stress, it degraded deoxyribose extensively in the presence of $FeCl_3-EDTA$ complex, promoted 8-oxoguanine formation in the live bacteria cell, Salmonella typhimurium TAI04, and cleaved super coiled DNA strand with the help of copper ion. It suggested that green tea, famous anti-oxidative material, can be pro-oxidant according to the condition of extraction or metal existence.

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Development of the System for Damage Assessment of Road Network after Seismic Excitation (지진 발생 후 도로망의 피해 산정을 위한 평가체계 개발)

  • Yi Jin-Hoon;Lee Hyeong-Cheol;Jeong Dong-Gyun;Lee Sang-Ho
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2006.04a
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    • pp.216-221
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    • 2006
  • This study provides a methodology for development of the Seismic Damage Evaluation System (SDES) in Korea. Major systems and status of database related to road networks in Korea are investigated to analyze the usability of the required information for developing the SDES. In this study, the SDES is composed of four components that are the road network component, the ground motion component, the fragile structure component, and the cost component. In addition, the procedures for the construction of database which support the SDES is proposed, and a prototype of the SDES for expressway of Korea is developed based on the developed methodology. The National Geospatial Information System (NGIS) and the National Earthquake Information System (NEIS) are used to develop the road network component and ground motion component, respectively. For the fragile structure component and the cost component, Highway Bridge Management System (HEMS) was used.

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The Effect of $SO_2$ Gas on Chemical Composition of Tobacco Leaves During Flue-curing (아황산가스가 건조 과정중 잎담배 내용성분에 미치는 영향)

  • 황건중;석영선
    • Journal of Environmental Health Sciences
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    • v.11 no.1
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    • pp.9-14
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    • 1985
  • This experiment was carried out to study on the effect of SO$_2$ gas to chemical composition of tobacco leaves during flue-curing. The results were as follows: SO$_2$ gas in briquet was the major factor to damage with tobacco leaves. The damage only occured in a presence of moisture in tobacco leaves, it did not occured after color fix'lng stage which is a little leaf moisture. The danger of damage to tobacco leaves lies in 10ppm of SO$_2$ gas concentration. Follow with the SO$_2$ gas concentration increased, sugar and nitrogen contents became higher, polyphenol contents were loss, and the quality of tobacco leaves declined.

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Fatigue Assessment of Steel Railway Bridge by Service Loading about 65 Years

  • Hong, Sung-Wook;Chai, Won-Kyu;Lee, Myeong-Gu
    • International Journal of Safety
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    • v.9 no.1
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    • pp.12-20
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    • 2010
  • In this study, a series of random field test and dynamic analysis in the time domain were carried out in order to find in the reason of fatigue damage of the main and the secondary members in the 3-span continuous steel plate girder railway bridge being under in service over 60 years. From the measured and the analyzed results, the stress distribution patterns were investigated for the members with fatigue damage. In addition, global and local numerical stress analysis was performed for the members damaged severely by corrosion, to estimate variation of the distribution by corrosion. Finally, a reasonable cut-off ratio in the steel plate railway bridge will be proposed by analyzing the equivalent stress ranges according the ratio.