• 제목/요약/키워드: induced ground

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Analysis of Vibration Damping Characteristics of the Ground Nearby Railroad Induced by Train Loading (열차하중에 의한 인접 지반의 진동 감쇠 특성 분석)

  • 이주호;박광순;박경래;염종윤
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 1997.04a
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    • pp.223-228
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    • 1997
  • In this study, the vibration were measured to analyze the characteristics of propagating vibration on the railroad, the roadbed and the ground nearby railroad induced by traveling trains. About Fifty cases of passing trains were measured with different types and speed, changing the source of loading and the points of measurement. The measured signals were analyzed in time domain and frequency domain. As a result of analysis, sudden reduction of energy was shown in near part from vibration source and the contents of high frequency was reduced more rapidly as the distance was increased. The amplitude of vibration and the contents of frequency did not make big differences in spite of different types of train which is recently used in Korea.

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Photodissociation Dynamics of Cyanamide at 212 nm

  • Kwon, Chan-Ho;Lee, Ji-Hye;Kim, Hong-Lae
    • Bulletin of the Korean Chemical Society
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    • v.28 no.9
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    • pp.1485-1488
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    • 2007
  • Photodissociation dynamics of cyanamide (NH2CN) at 212 nm has been investigated by measuring rotationally resolved laser induced fluorescence spectra of CN fragments exclusively produced in the ground electronic state. From the spectra, rotational population distributions of CN as well as translational energy releases in the products were obtained. The measured average rotational energies of CN were 12.4 ± 0.5 and 11.6 ± 0.5 kJ/ mol for v'' = 0 and v'' = 1, respectively and the center of mass average translational energy release among products was 41.8 ± 6.4 kJ/mol. The observed energy partitioning was well represented by statistical prior calculations, from which it was suggested that the dissociation takes place on the ground electronic surface after rapid internal conversion.

Fluorine-Induced Local Magnetic Moment in Graphene: A hybrid DFT study

  • Kim, Hyeon-Jung;Jo, Jun-Hyeong
    • Proceedings of the Korean Vacuum Society Conference
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    • 2013.08a
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    • pp.127.1-127.1
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    • 2013
  • Recent experimental evidence that fluorinated graphene creates local magnetic moments around F adatoms has not been supported by semilocal density-functional theory (DFT) calculations where the adsorption of an F adatom induces no magnetic moment in graphene. Here, we show that such an incorrect prediction of the nonmagnetic ground state is due to the self-interaction error inherent in semilocal exchange-correlation functionals. The present hybrid DFT calculation for an F adatom on graphene predicts not only a spin-polarized ground state with a spin moment of ${\sim}1{\mu}_B$, but also a long-range spin polarization caused by the bipartite nature of the graphene lattice as well as the induced spin polarization of the graphene states. The results provide support for the experimental observations of local magnetic moments in fluorinated graphene.

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A Study on Review-Level Ground Motion For Seismic Margin Assessment (내진여유도 평가를 위한 부석기준지진동(RLGM) 평가 연구)

  • 연관희;이종림
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2000.04a
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    • pp.97-104
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    • 2000
  • Evaluating a Review-Level Ground Motion is a key to efficiently perform Seismic Margin Assessment of nuclear power plants whose purpose is to determine a ground motion level for which a plant has high-confidence-of-a-low-probability of seismic-induced core damage and to identify any weaker-link components. In this study a method to obtain RLGMs is reviewed which is recommended by Electric Power Research Institute and implemented to be applied to Limerick site in eastern and central U. S as a case study. This method provides reasonable and site-specific RLGMs as minimum required plant HCLPF for SMA that meet a target mean seismic core-damage frequency based on seismic hazard results and generic values of uncertainty and randomness parameters of the core-damage fragility curves. In addition high-frequency RLGM is justifiably modified to reflect the increased seismic capacity of high-frequency components and spatial variation and incoherence of input ground motion on a basemat of large structures by establishing a method to obtain high0-frequency reduction factors according to EPRI guidelines.

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Study on The Estimation of Pipeline.Soil Interaction Force during Longitudinal Permanent Ground Deformation (종방향 영구지반변형 발생시 관.지반 상호작용력의 산정에 관한 연구)

  • 김태욱;임윤묵;김문겸
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2002.09a
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    • pp.114-122
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    • 2002
  • The ASCE formula of lifeline.soil interaction force is the basis of semi-analytical relationship for buried pipelines subjected to longitudinal permanent ground deformation due to seismic induced liquefaction. However, since the ASCE formula has been developed based on the stiffness of non-liquefied region, it is needed to modify for the varied stiffness of liquefied region. With this object, the consideration of decreasing effect of soil stiffness in liquefied region is made: i.e. the spatial distributions of pipeline-soil interaction force in liquefied region. It means that the improved formula can reflect various patterns of permanent ground deformation more realistically. Through the comparative analyses using both the improved and ASCE formula, the applicability of the improved and the limitation of the ASCE formula and semi-analytical relationship are discussed. Also, relative influences of various parameters are evaluated for the clarification of behavior of pipeline subjected to longitudinal permanent ground deformation due to liquefaction.

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Seismicity of Peninsular Malaysia due to intraplate and far field sources

  • Loi, Daniel W.;Raghunandan, Mavinakere E.;Swamy, Varghese
    • Earthquakes and Structures
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    • v.10 no.6
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    • pp.1391-1404
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    • 2016
  • Peninsular Malaysia lying on the stable Sunda Plate has traditionally been considered safe with low to moderate seismicity. However, far field Sumatran mega-earthquakes have been shown to be capable of triggering ground motions felt in high rise structures in the major Malaysian cities while seismic impact from local earthquakes of moment magnitude 3.8 have reportedly induced nominal structural damages to nearby buildings. This paper presents an overview of the recent seismic activities in and around Peninsular Malaysia with reference to prominent earthquakes generated by far field interplate and local intraplate sources. Records of ground motion data and seismic hazard assessment (SHA) results available in the literature have been analyzed and discussed. The peak ground acceleration (PGA) values from historical records for few local intraplate events were observed to be higher than those for the events from Sumatran Subduction Zone. This clearly points to the need for a detailed and comprehensive SHA incorporating both far field and local sources. Such an analysis would contribute the knowledge required for secure and reliable infrastructure design and safeguard the Malaysian people and economy.

Numerical Analysis of Tunnelling-Induced Ground Movements (터널굴착으로 발생한 지반거동에 대한 수치해석적 분석)

  • Son, Moo-Rak;Yun, Jong-Cheol
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.09a
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    • pp.396-403
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    • 2009
  • Numerical analysis has been performed to estimate maximum settlement and maximum horizontal displacement due to tunnel excavation varying ground condition, tunnel depth and diameter, and construction condition (volume loss at excavation face). The maximum surface settlement from the numerical analysis has been compared with the maximum settlement at tunnel crown considering ground condition, tunnel depth and diameter, and construction condition, and it has been also compared with the maximum horizontal displacement. The results from the numerical analysis have been compared with field measurements to confirm the applicability and validity of the results and by this comparison it is believed that the numerical results in this study can be utilized practically in analyzing the ground movements due to tunnel excavation.

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Evaluation of Groundwater Flow on Railroad Tunnel Excavation (철도 터널 공사시 지하수 발생량 산정에 관한 연구)

  • Oa Seong-Wook;Ahn Tae-Bong;Choi Seung-Seon
    • Proceedings of the KSR Conference
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    • 2005.11a
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    • pp.448-453
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    • 2005
  • Tunnel excavation is an inevitable process for railroad construction in Korea and it being a one of the major issues of its environmental impact assessment. Ground water flow by tunnel excavation is an important parameter to determine environmental effects. The current method to determine the ground water flow is used a unit number induced a highway construction site. But it does not consider any site characteristics; ground water level, soil properties and others. The purpose of this study is to suggest the determination way of ground water flow considering site characteristics in tunnel construction.

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Identifying the Appropriate Position on the Ground Plane for MIMO Antennas Using Characteristic Mode Analysis

  • Won, Jusun;Jeon, Sinhyung;Nam, Sangwook
    • Journal of electromagnetic engineering and science
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    • v.16 no.2
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    • pp.119-125
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    • 2016
  • In this paper, a method for identifying the appropriate position on the ground plane for antennas is proposed based on the current correlation coefficient ($C^3$). This method explains that the mutual coupling between antennas when locating several antennas on the same ground plane is necessary. Given the current distribution on the ground plane induced by each antenna, easily estimating the coupling between antennas is possible. This paper also demonstrates that the proposed method can be used in the design of a multi-input multi-output system. The measured data are in good agreement with the simulation results.

Shielding Effects of an Overhead Ground Wire in the Electric Railway Systems due to Direct Lightning Strokes (전기철도시스템에서 직격뇌에 대한 가공지선의 내뇌효과)

  • 임성정;김재철;추동욱;정용철;창상훈
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.15 no.3
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    • pp.91-96
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    • 2001
  • This paper describes the effect of an overhead ground wire in Power distribution lines of electric railways due to direct lightning strokes. Using the EMTP, the effects of an overhead ground wire and a s-horn are analyzed quantitatively. Also, the influences of the structure of electric railways and of peak value and time-to-half value of a stroke currents are evaluated. The analysis show that in installation of in overhead ground wire into a existing railway system, the induced voltage in power distribution lines of electric railways in suppressed.

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