• Title/Summary/Keyword: damage condition

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Fire Safety Education Programs for Preventing Fire Accident of Young Children (유아 화재사고 예방을 위한 화재안전 교육프로그램 개발 방향 탐색)

  • Yoon, Sun-Hwa
    • Fire Science and Engineering
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    • v.26 no.2
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    • pp.112-122
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    • 2012
  • The purpose of this study is to explore appropriate fire safety education programs for young children by both examining the actual damage condition and problems associated with fire accident in young children and considering fire safety education programs in America and legal basis for fire safety education in Korea. The results are as follows. First, the mortality of young children by fire accident in Korea is higher than that of U.K, Germany, and Sweden. Second, it is defined by the Child Welfare Law in Korea to implement the mandatory fire safety education for young children in kindergarten and preschool programs. Third, in order to activate fire safety education programs for young children, the fire safety education needs to be suitable for children's developmental characteristics, and various audiovisual materials and activity programs should be developed and provided. Fourth, fire safety education both for early childhood teachers and parents needs to be interrelated and systemized to reduce the risk of fire accident.

Design of Oceanography Buoy - Part II: Mooring System (해양관측용 부이의 설계 건전성 평가 - Part II: 계류시스템 구조건전성 평가)

  • Keum, Dong-Min;Kim, Tae-Woo;Han, Dae-Suk;Lee, Won-Boo;Lee, Jae-Myung
    • Journal of Ocean Engineering and Technology
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    • v.23 no.1
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    • pp.89-95
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    • 2009
  • The purpose of the present study was to evaluate the safety under extreme environmental conditions and the dynamic safety under service environment conditions, of oceanographic buoy mooring systems consisting of a variety of materials, including chain, wire rope, nylon rope, and polypropylene rope. For the static safety assessment of a mooring system, after the calculation of external forces and the division of a mooring system into finite elements, the numerical integral was conducted to yield the elemental static tension until satisfying the geometrical convergence condition. To evaluate the dynamic safety, various processes were considered, including data collection about the anticipated areas for mooring, a determination of the parameters for the interpretation, the interpretation of the dynamic characteristics based on an analytic equation that takes into account the heave motion effect of a buoy hull and a mooring system, and a fatigue analysis of the linear cumulative damage. Based on the analysis results, a supplementary proposal for a wire rope that has a fracture in an actual mooring area was established.

Estimation of Soil Erosion and Sediment Yield in Mountainous Stream (산지형 하천의 토양침식 및 토사유출량 산정)

  • Ko, Jae-Wook;Yang, Sung-Kee;Yang, Won-Seok;Jung, Woo-Yeol;Park, Cheol-Su
    • Journal of Environmental Science International
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    • v.22 no.5
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    • pp.599-608
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    • 2013
  • Jeju island, which is located along the moving path of typhoon, suffers from flooding and overflow by torrential rain. So abrupt runoff occurring, damages of downstream farm field and shore culturing farms are increasing. In this study, Oaedo stream, one of the mountainous streams on Jeju island, was selected as the basin of study subject and was classified into 3 sub-basins, and after the characteristics of subject basin, the soil erosion amount and the sediment delivery of the stream by land usage distribution were estimated with the use of SATEEC ArcView GIS, the sediment yield amount of 2000 and 2005 was analyzed comparatively. As a result of estimating the sediment yield amount of 2000, the three sub-basins were respectively 12,572.7, 14,080 and 157,761 tons/year. and sediment yield amounts were estimated as 35,172.9, 5,266 and 258,535 tons/year respectively in 2005. The soil erosion and sediment yield amount of 2005 using single storm rainfall were estimated high compared with 2000, but for sub-basin 2, the values rather decreased due to changes in land use, and the land coverage of 2005, since there are many classifications of land usage compared with 2000, enabling to reflect more accurate land usage condition, could deduce appropriate results. It is anticipated that such study results can be utilized as basic data to propose a direction to predict the amount of sediment yield that causes secondary flooding damage and deteriorates water quality within detention pond and grit chamber, and take action against damages in the downstream farm field and shore culturing farms.

Dynamic Characteristics of Buried Pipeline under Vibration Velocity of Vehicle Loads (도로 하부 통과 배관의 주행 하중 속도에 따른 진동 특성)

  • Won, Jong-Hwa;Sun, Jin-Sun;Yoo, Han-Kyu;Kim, Moon-Kyum
    • Journal of the Korean Institute of Gas
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    • v.12 no.1
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    • pp.13-18
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    • 2008
  • Vibration velocity induced by earthquakes or external vibration sources is one of the integrity assessment indexes, and is also a representative value used to describe the amount of vibration because it is based on a proportional relationship with the damage scale. In this study, the vibration velocity criterion for structures is first examined. Then, based on the velocity criterion, an integrity assessment is performed. Burial condition is set up based on the "Highway and Local Road Design Criteria" with API 5L Gr. X65 pipeline(D=762 mm). The FE model considers DB-24 vehicle load as a time function with a varying velocity in the range of $20{\sim}160\;km/h$. Maximum vibration velocity occurs at v=80 km/h and decreases after v=80 km/h. The maximum vibration velocity of buried pipeline by DB-24 loads is about 0.034 cm/s. The velocity that occurs is in the range of allowable values for each vibration velocity criterion. The wave propagation velocity was identified based on attenuation law and the minimum value appears at vehicle velocity 80 km/h that has maximum vibration velocity.

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Fault Management Design Verification Test for Electrical Power Subsystem and Attitude and Orbit Control Subsystem of Low Earth Orbit Satellite (저궤도위성의 전력계 및 자세제어계 고장 관리 설계 검증시험)

  • Lee, Sang-Rok;Jeon, Hyeon-Jin;Jeon, Moon-Jin;Lim, Seong-Bin
    • Aerospace Engineering and Technology
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    • v.12 no.2
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    • pp.14-23
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    • 2013
  • Fault management design of the satellite describes preparations for failures which can occur during operational phase. Fault management design contains detection and isolation function of anomaly, and also it contains function to maintain the satellite in safe condition until the ground station finds out a cause of failure and takes a countermeasure. Unlike normal operation, safing operation is automatically performed by Power Control and Distribution Unit and Integrated Bus Management Unit which loads Flight Software without intervention of ground station. Since fault management operation is automatical, fault management logic and functionality of relevant hardware should be thoroughly checked during ground test phase, and error which is similar to actual should be carefully applied without damage. Verification test for fault management design is conducted for various subsystems of satellite. In this paper, we show the design process of fault management design verification test for Electrical Power Subsystem and Attitude and Orbit Control Subsystem of Low Earth Orbit satellite flight model and the test results.

Ecological Management Plan and Biotope Structure of Namsan Urban Natural Park in Seoul (서울 남산도시자연공원의 비오톱 구조 및 생태적 관리방안)

  • Lee Kyong-Jae;Han Bong-Ho;Lee Soo-Dong
    • Journal of the Korean Institute of Landscape Architecture
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    • v.32 no.5
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    • pp.102-118
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    • 2004
  • The purpose of this study was to propose an ecological management plan by the comprehensive analysis of biotope structures on Namsan Urban Natural Park in Seoul. Classified by actual vegetation, structure of layer and vegetation damage, biotope structures were composed of forest area, compact management area, herb area, cultivated area and non-ecology(urban) area. Succession had seened to stop in the Native forest. Artifical forest was divided into two types. The first, upper layer, was too dense to accommodate lower layer plants, the other case was the appearance of Quercus spp. and the first stage plants of succession following the declination of the upper layer plants. The soil pH of Nam-san Urban Park was 4.21∼4.51, which meant the soil was becoming acid. As the result of acidity, leaching of available nutrition(K/sup +/, NH₄/sup +/, Ca/sup ++/ etc.) was immediately influenced by the natural ecosystem, influence of acid rain was disturbed to becoming organic matter which was use to plants. In the case of a biotope structure management plan, the urban area was prohibited to spread outside. Cultivated and herb area was regenerated to natural forest. In the forest area, the compact management area was maintained with its present condition, and then it is desirable to make a preservation area and to plant shrubs. Planted Pinus densiflora Community was needed to eliminate competitive species of canopy layer, and plant shrubs. Management of deciduous broad-leaved Comm. was maintained in its present conditionand it is desirable to raise the diversity of the understory and shrub layer. The management of the artifical forest seems to be suitable for Q. spp. community. The care of naturalized plants prevents the expansion and restores the structure of wild plants. The soil management was a marked restoration soil ecosystem in order to prevent soil acid and drying.

Evaluation of tunnel face stability based on upper bound theorem (상한치 이론에 근거한 터널 막장의 안정성 연구)

  • Lee, In-Mo;Lee, Jae-Sung;Nam, Seok-Woo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.5 no.1
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    • pp.3-11
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    • 2003
  • Face stability of a tunnel is a main concern during tunnel excavation. However, there has been only a few studies on this problem while a lot of researches on the support systems have been carried out. In addition, when tunneling is performed below the groundwater level, the groundwater flows into the tunnel so that the seepage forces generated on the tunnel face might give rise to a serious potential for the face instability. In this study, the face stability was evaluated by simultaneously considering two factors: one is the effective stress calculated by upper bound theorem; the other is the seepage forces acting on the tunnel face obtained by numerical analysis under the condition of steady-state groundwater flow. Tunneling in difficult geological conditions often requires auxiliary techniques to guarantee safe tunnel excavations and/or to prevent damage to structures and services around the tunnel. The steel pipe-reinforced multistep grouting has been recently applied to tunnel sites in Korea. Face stability of a tunnel with the steel pipe-reinforced multistep grouting was also analyzed in this study.

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Design consideration and explosion safety of underground ammunition storage facilities (지하탄약고의 설계요소 및 폭발안전 연구)

  • Kim, Oon-Young;Lee, Myung-Jae;Kim, Min-Seok;Kim, Joon-Youp;Joo, Hyo-Joon
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.5 no.1
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    • pp.55-70
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    • 2003
  • Ammunition magazine, which is installed on the ground, has difficulty in protecting from the external attack, and accidental explosion should cause great damage to the life and property. For these reasons, it is needed to develop underground magazine that it has the advantages of safety, security and maintenance. This paper introduce the design case for blasting facilities, which should resist blasting pressure, as well as layout of underground magazine, which takes a safety for explosion and a working space of loading/unloading machine into consideration. On the layout, in case of ${\bigcirc}{\bigcirc}$ underground magazine, put three storage chambers in position almost parallel with principle stress direction, where less effected on discontinuity and hard rock area. Also, secured safe distance according to safety criteria of the Defense Ministry, and verified suitable layout by trace simulation for loading/unloading machine on working stage. Blasting design was performed on evaluation of maximum blast pressure between donar and acceptor chambers, and design condition for blast door, valve, etc. Diminution facilities against explosion, such as thrust block or debris trap, determined its size after plan in accordance with blasting criteria and calculation by structural analysis.

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Seismic response variation of multistory base-isolated buildings applying lead rubber bearings

  • Islam, A.B.M. Saiful;Al-Kutti, Walid A.
    • Computers and Concrete
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    • v.21 no.5
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    • pp.495-504
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    • 2018
  • The possibility of earthquakes in vulnerable regions indicates that efficient technique is required for seismic protection of buildings. During the recent decades, the concept is moving towards the insertion of base isolation on seismic prone buildings. So, investigation of structural behavior is a burning topic for buildings to be isolated in base level by bearing device. This study deals with the incorporation of base isolation system and focuses the changes of structural responses for different types of Lead Rubber Bearing (LRB) isolators. A number of sixteen model buildings have been simulated selecting twelve types of bearing systems as well as conventional fixed-base (FB) scheme. The superstructures of the high-rise buildings are represented by finite element assemblage adopting multi-degree of freedoms. Static and dynamic analyses are carried out for FB and base isolated (BI) buildings. The dynamic analysis in finite element package has been performed by the nonlinear time history analysis (THA) based on the site-specific seismic excitation and compared employing eminent earthquakes. The influence of the model type and the alteration in superstructure behavior of the isolated buildings have been duly assessed. The results of the 3D multistory structures show that the lateral forces, displacement, inertia and story accelerations of the superstructure of the seismic prone buildings are significantly reduced due to bearing insertion. The nonlinear dynamic analysis shows 12 to 40% lessening in base shear when LRB is incorporated leading to substantial allowance of horizontal displacement. It is revealed that the LRB isolators might be potential options to diminish the respective floor accelerations, inertia, displacements and base shear whatever the condition coincides. The isolators with lower force intercept but higher isolation period is found to be better for decreasing base shear, floor acceleration and inertia force leading to reduction of structural and non-structural damage. However, LRB with lower isolator period seems to be more effective in dropping displacement at bearing interface aimed at reducing horizontal shift of building structure.

Effect of Kimchi Extracts to Reactive Oxygen species in Skin Cell Cytotoxicity (김치 추출물의 활성산소에 대한 피부세포 독성 완화효과)

  • 류승희;전영수;권명자;문정원;이영순;문갑순
    • Journal of the Korean Society of Food Science and Nutrition
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    • v.26 no.5
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    • pp.814-821
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    • 1997
  • Kimchi is composed of many ingredients such as Chinese cabbage, garlic, ginger, and red pepper and fermented fish extract. Some of them were known to have antioxidative activities due to their scavenging effect against reactive oxygen species(ROS). To study the health effects of kimchi on human skin cells, keratinocyte(A431, epidermoid carcinoma, human) and fibroblast(CCD-986SK, normal control, human) were cultured in oxidative stress condition provoked by paraquat, a superoxide anion generator, and hydrogen peroxide in the absence and presence of kimchi extract. The survival rate of keratinocyte was greatly reduced when exposed over 1mM concentration of hydrogen peroxide($H_{2}O_{2}$), but cytotoxicity of $H_{2}O_{2}$ was significantly reduced by kimchi extracts on cells. Especially 2 week-fermented kimchi decreased remarkably the cytotoxicity by $H_{2}O_{2}$ to keratinocyte cells. Over 1mM of paraquat concentration showed strong cell toxicity on keratinocyte, but the extracts from kimchi fermented for 1, 2 and 3 weeks showed protective effects in order. Fibroblast cells were significantly affected by $H_{2}O_{2}$ as were keratinocyte cells. Although almost all extacts of kimchi of different fermentation periods showed protective effect against cell killing at 0.5mM concentration of $H_{2}O_{2}$ week-fermented kimchi extract showed the strongest protective effect on fibroblast cells treated with 1mM $H_{2}O_{2}$ for either 1 day or 4 days. However most of kimchi extracts showed weak preventive effect or no effect on oxidative stress produced by paraquat. In conclusion, 2 week-fermented kimchi extract seems to have the best potential in preventing skin cells against oxidative damage which might be related to their scavenging effects of kimchi components produced during their fermentation process.

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