• 제목/요약/키워드: Space damage

검색결과 970건 처리시간 0.022초

Radiation Biology in Space; DNA Damage and Biological Effects of Space Radiation

  • Ohnishi, Takeo;Takahashi, Akihisa;Ohnishi, Ken
    • Journal of Photoscience
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    • 제9권3호
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    • pp.37-40
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    • 2002
  • Astronauts are constantly exposed to space radiation at a low-dose rate during long-tenn stays in space. Therefore, it is important to determine correctly the biological effects of space radiation on human health. Space radiations contain various kinds of different energy particles, especially high linear energy transfer (LET) particles. Therefore, we have to study the relative biological effectiveness (RBE) of space radiation under microgravity environment which may change RBE from a stress for cells. Furthermore, the research about space radiation might give us useful information about birth and evolution of life on the earth. We also can realize the importance of preventing the ozone layer from depletion by use of exposure equipment to sunlight at International Space Station (ISS).

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Health monitoring of multistoreyed shear building using parametric state space modeling

  • Medhi, Manab;Dutta, Anjan;Deb, S.K.
    • Smart Structures and Systems
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    • 제4권1호
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    • pp.47-66
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    • 2008
  • The present work utilizes system identification technique for health monitoring of shear building, wherein Parametric State Space modeling has been adopted. The method requires input excitation to the structure and also output acceleration responses of both undamaged and damaged structure obtained from numerically simulated model. Modal parameters like eigen frequencies and eigen vectors have been extracted from the State Space model after introducing appropriate transformation. Least square technique has been utilized for the evaluation of the stiffness matrix after having obtained the modal matrix for the entire structure. Highly accurate values of stiffness of the structure could be evaluated corresponding to both the undamaged as well as damaged state of a structure, while considering noise in the simulated output response analogous to real time scenario. The damaged floor could also be located very conveniently and accurately by this adopted strategy. This method of damage detection can be applied in case of output acceleration responses recorded by sensors from the actual structure. Further, in case of even limited availability of sensors along the height of a multi-storeyed building, the methodology could yield very accurate information related to structural stiffness.

공압 실린더 및 단순 링크기구를 이용한 충돌 보행자 보호 장치에 관한 연구 (Study on Pedestrian Protection device in collision using Pneumatic cylinder and simple link mechanism)

  • 노상현;이동렬
    • 동력기계공학회지
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    • 제12권4호
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    • pp.64-71
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    • 2008
  • This study is on pedestrian protection device using pneumatic cylinder and simple link mechanism when vehicle collide with pedestrian. This study ensured the safety space between engine and hood after it applies to simple link mechanism and pneumatic cylinder. It can absorb the damage which measure the specific device if vehicle collide with pedestrian. Combination of simple link mechanism and pneumatic cylinder was more superior than the present pedestrian protection device. Simple link mechanism could confirm superior height and survival probability than when only cylinder operated. It also ensured enough space between engine and hood. And if a cylinder is not working because of old cylinder, poor repair or damage of accident vertical cylinder would be difficult to execute because there exists the irregular space between engine and hood. If simple link mechanism operates with only one cylinder it could ensure the regular space because simple link mechanism set up at the middle of hood. So this device could confirm high safety for pedestrian.

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Seismic design of irregular space steel frames using advanced methods of analysis

  • Vasilopoulos, A.A.;Bazeos, N.;Beskos, D.E.
    • Steel and Composite Structures
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    • 제8권1호
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    • pp.53-83
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    • 2008
  • A rational and efficient seismic design methodology for irregular space steel frames using advanced methods of analysis in the framework of Eurocodes 8 and 3 is presented. This design methodology employs an advanced static or dynamic finite element method of analysis that takes into account geometrical and material non-linearities and member and frame imperfections. The inelastic static analysis (pushover) is employed with multimodal load along the height of the building combining the first few modes. The inelastic dynamic method in the time domain is employed with accelerograms taken from real earthquakes scaled so as to be compatible with the elastic design spectrum of Eurocode 8. The design procedure starts with assumed member sections, continues with the checking of the damage and ultimate limit states requirements, the serviceability requirements and ends with the adjustment of member sizes. Thus it can sufficiently capture the limit states of displacements, rotations, strength, stability and damage of the structure and its individual members so that separate member capacity checks through the interaction equations of Eurocode 3 or the usage of the conservative and crude q-factor suggested in Eurocode 8 are not required. Two numerical examples dealing with the seismic design of irregular space steel moment resisting frames are presented to illustrate the proposed method and demonstrate its advantages. The first considers a seven storey geometrically regular frame with in-plan eccentricities, while the second a six storey frame with a setback.

LPG충전소에서 증기운폭발이 주변건물에 미치는 영향의 정량적 해석 및 평가에 관한 연구 (A Study on the Quantitative Analysis and Estimation for Surround Building caused by Vapor Cloud Explosion(VCE) in LPG Filling Station)

  • 임사환;허용정
    • 한국안전학회지
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    • 제25권1호
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    • pp.44-49
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    • 2010
  • This paper is estimation of structure damage caused by Explosion in LPG(Liquefied Petroleum Gas) filling station. As we estimate the influence of damage which occur at gas storage tank in filling station. We can utilize the elementary data of safety distance. In this study, the influence of over-pressure caused by VCE(Vapor Cloud Explosion) in filling station was calculated by using the Hopkinson's scaling law and the accident damage was estimated by applying the influence on the adjacent structure into the probit model. As a result of the damage estimation conducted by using the probit model, both the damage possibility of explosion overpressure to structures of max 265 meters away and to glass bursting of 1150 meters away was nearly zero in open space explosion.

케이슨식 방파제 지반-구조 경계부 손상식별을 위한 실험적 모드분석 (Experimental Modal Analysis for Damage Identification in Foundation-Structure Interface of Caisson-type Breakwater)

  • 이소영;이소라;김정태
    • 한국해양공학회지
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    • 제26권1호
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    • pp.34-40
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    • 2012
  • This paper presents an experimental modal analysis of a caisson-type breakwater to produce basic information for the structural health assessment of a caisson structure. To achieve the objective, the following approaches are implemented. First, modal analysis methods are selected to examine the modal characteristics of a caisson structure. Second, experimental modal analyses are performed using finite element analyses and lab-scale model tests. Third, damage scenarios that include several damage levels in a foundation-structure interface are designed. Finally, the effects of damage on the modal characteristics are analyzed for the purpose of utilizing them for damage identification.

Failure Analysis for High via Resistance by HDP CVD System for IMD Layer

  • Kim, Sang-Yong;Chung, Hun-Sang;Seo, Yong-Jin
    • Transactions on Electrical and Electronic Materials
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    • 제3권4호
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    • pp.1-4
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    • 2002
  • As the application of semiconductor chips into electronics increases, it requires more complete integration, which results in higher performance. And it needs minimization in device design for cost saving of manufacture. Therefore oxide gap fill has become one of the major issues in sub-micron devices. Currently HDP (High-Density Plasma) CVD system is widely used in IMD (Inter Metal Dielectric) to fill narrower space between metal lines. However, HDP-CVD system has some potential problems such as plasma charging damage, metal damage and etc. Therefore, we will introduce about one of via resistance failure by metal damage and a preventive method in this paper.

The Main Contents, Comment and Future Task for the Space Laws in Korea

  • Kim, Doo-Hwan
    • 한국항공우주법학회:학술대회논문집
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    • 한국항공우주법학회 2008년도 제40회 국제학술발표대회
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    • pp.273-294
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    • 2008
  • Korea now has a rapidly expanding space programme with exploration aspirations. The government is giving priority to the aerospace industry and, to put it on a better footing, enacted an Aerospace Industry Development Promotion Act in 1987, a Space Development Promotion Act in 2005 and a New Space Compensation for Damage Act in 2007. I would like to describe briefly the legislative history, main contents and comment for these three space acts including especially launch licensing, registration of space objects, use of satellite information, astronaut rescue, liability for compensation, third party liability insurance and establishment of committee and plans to assist the Korean space effort. Furthermore author proposed to legislate a draft for the establishment of a new Korean National Space Development Agency (KNSDA: tentative title) to create a similar body to Japan Aerospace Exploration Agency (JAXA), British National Space Centre (BNSC) of UK, French Centre National d'Etudes Spatiales (CNES), German Aerospace Center (DLR), Swedish Space Corporation, China Aerospace Science and Industry Corporation, Indian Space Research Organization (ISRO) as well as the Korean Space Agency (KSA: Tentative title) to create a similar body to Canadian Space Agency, European Space Agency, Russian Space Agency, Italian Space Agency, Israel Space Agency, Indian Department of Space, National Aeronautics and Space Administration (NASA) of USA, China National Space Administration in order to develope efficiently space industry. A call is made for Asian countries to unite and further their space development through a regional space agency.

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청계천 수표교(水標橋)의 경관 향상을 위한 진단학적(診斷學的) 훼손상태 분석 (Analysis on the Damage Status by Diagnostical Methodology for the Improvement Landscape on the Supyo-bridge at Chunggae-stream)

  • 안진성;최아현;김유일
    • 한국전통조경학회지
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    • 제28권3호
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    • pp.105-113
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    • 2010
  • 본 연구는 전통공간에 대한 보존계획에 있어서, 대상물의 가치평가를 위하여 수행되는 훼손상태조사에 대한 연구이다. 특히, 전통공간에 위치해 있는 전통 건조물의 보존에 대한 관심과 흥미를 체계화하고 있는 전문가 집단에서 가치평가의 주된 요소로써 대상물의 훼손상태는 어떠한 과정과 방법에 의해서 분석될 수 있는가? 에 대한 과정과 방법론에 관한 실험적인 연구이다. 이를 위하여 본 연구에서는 문화재 '진단학(Diagnostic)'에 대한 이해를 바탕으로 수표교에 대한 물리적 특성과 대상지 환경여건에 대한 이해를 바탕으로 수행하였다. 한편, 본 연구는 그 특성상 수표교의 훼손상태를 기록하기 위하여 작성되는 훼손상태 분포도는 사진측량 기법을 적용한 실측도면을 활용하였고, 대상물의 훼손상태를 조사하기 위한 '평가지침'은 이탈리아 정부의 건축문화재 관리지침이라 할 수 있는 'Raccomandazioni Normal'을 기준으로 하였다. 이러한 연구접근은 국외 건축문화재의 훼손상태 조사에 사용되는 표준지침의 국내 문화재로의 적용 가능성에 대한 실험적인 차원에서 이루어졌음을 밝혀둔다. 그 결과, 수표교의 각 부분별 훼손상태는 침전물에 의한 훼손과 부식 등이 주를 이루고 있었으며, 부식을 비롯한 9가지의 훼손유형의 경우에는 그 구성성분의 물리 화학적 특성과 분포상태를 고려할 때, 수표교의 안전성과 관련하여 위협적인 요소로는 작용하지 않는 것으로 판단하였다. 반면에, 경관 향상을 위하여 상판마루와 멍에석, 그리고 교각부분에서 관찰되는 'Thermoclastism(열전화)' 현상의 경우, 교각을 중심으로 넓게 분포하고 있음을 감안할 때, 훼손부위의 제거와 함께 표면강화 작업의 조속한 처리가 요구될 것으로 판단하였다.

Implementation of double scalar elastic damage constitutive model in UMAT interface

  • Liu, Pan Pan;Shen, Bo
    • Computers and Concrete
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    • 제27권2호
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    • pp.153-162
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    • 2021
  • This paper aims to simulate the isotropic elastic damage theory of Liu Jun (2012) using the self-programmed UMAT subroutine in the interface of ABAQUS. Liu Jun (2012)'s method based on the mechanic theory can not be used interactively with the currently commonly used finite element software ABAQUS. The advantage of this method in the paper is that it can interact with ABAQUS and provide a constitutive program framework that can be modified according to user need. The model retains the two scalar damage variables and the corresponding two energy dissipation mechanisms and damage criteria for considering the tensile and compressive asymmetry of concrete. Taking C45 concrete as an example, the relevant damage evolution parameters of its tensile and compressive constitutive model are given. The study demonstrates that the uniaxial tensile stress calculated by the subroutine is almost the same as the Chinese Concrete Design Specification (GB50010) before the peak stress, but ends soon after the peak stress. The stress-strain curve of uniaxial compression calculated by the subroutine is in good agreement with the peak stress in Chinese Concrete Design Specification (GB50010), but there is a certain deviation in the descending stage. In addition, this paper uses the newly compiled subroutine to simulate the shear bearing capacity of the shear key in a new structural system, namely the open-web sandwich slab. The results show that the damage constitutive subroutine has certain reliability.