• Title/Summary/Keyword: Multi Ground

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Seismic analysis of shear wall buildings incorporating site specific ground response

  • Jayalekshmi, B.R.;Chinmayi, H.K.
    • Structural Engineering and Mechanics
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    • v.60 no.3
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    • pp.433-453
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    • 2016
  • During earthquake, the motion of ground is affected significantly by source characteristics, source-to-site path properties and local site conditions. Due to the influence of local soil conditions different places experience distinctive amplitude of surface ground motion. Ground response analysis of a specific site utilizing the borehole information at different locations is done in present study. The ground motion with the highest peak ground acceleration for this site obtained from the ground response analysis is used in finite element soil-structure interaction analysis of multi-storey shear wall buildings with various positions of shear walls. The variation in seismic response of buildings and advantageous position of shear wall are determined. The study reveals that providing shear wall at the core of buildings at the specific site is advantageous among all shear wall configurations considered.

Characteristics of Seasonal Variations of Ground Electrodes by Field Test (현장시험에 의한 접지전극의 년간 변화 특성)

  • Shim, K.B.;Kim, K.C.;Lee, H.S.;Park, J.D.;Park, S.M.
    • Proceedings of the KIEE Conference
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    • 2006.07a
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    • pp.500-501
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    • 2006
  • Ground resistance is very important element in distribution line of multi-grounded system. Therefore, use several kind of ground electrode materials to get ground resistance. In this study, examine about characteristics of seasonal variations of ground resistance by several kind of ground electrode material that is used to ground electrode of distribution line, and compares and evaluated characteristics of each ground electrode material.

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Coupling Performance Analysis of a Buried Meshed-Ground in a Multi-layered Structure

  • Joung, Myoung-Sub;Park, Jun-Seok;Kim, Hyeong-Seok;Lim, Jae-Bong;Cho, Hong-Goo
    • KIEE International Transactions on Electrophysics and Applications
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    • v.4C no.6
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    • pp.282-287
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    • 2004
  • Since the manufacturing process in the LTCC process does not allow solid ground planes between ceramic layers to isolate the signal lines, the buried ground should be realized as a meshed ground plane. Both characteristic impedances of the signal lines and couplings between different signal layers are influenced by the properties of these meshed planes. In this paper, we propose a new analysis method for coupling behavior between internal transmission lines, which are isolated by the buried meshed-ground planes. The coupling behavior between layers isolated by meshed-ground planes is investigated by the coupled-transmission line model for the isolated layers. The coupling factors between isolated lines with the meshed-ground are extracted by 2-D FEM calculations.

The Ground Reinforcement on Daylight Collapsed Block of Crown Head in the Face of the Tunnel of Highway (고속도로 터널막장 천단부의 붕락구간에 대한 지반보강)

  • 천병식;정덕교;한기식;정진교
    • Proceedings of the Korean Geotechical Society Conference
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    • 1999.03a
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    • pp.323-330
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    • 1999
  • Daylight collapse have been occurred by about 5.0m deep at ground surface and collapse of the crown head part of the tunnel have connected to the ground surface during first step of shotcrete work after blasting of upper half section of the tunnel driving at two-way double track tunnel face section on highway construction. This study is for a successful illustration case for the earth improvement method through applying such strengthening methods as cement milk grouting, S.G.R grouting,, steel pipe reinforced multi-step grouting etc. for the purpose of earth strengthening of loosened earth block occurred by tunnel collapse.

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Contact Modeling between the Ground and the Galloping Quadruped Robot Considering Statistical Characteristics of Coulomb Friction Coefficients (쿨롱 마찰계수들의 통계적 특성을 고려한 지면과 갤러핑을 하는 4 족 로봇간 접촉 모델링)

  • Kwon, Sung-Hun;Park, Jong-Hyeon;Yoo, Hong-Hee
    • Proceedings of the KSME Conference
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    • 2007.05a
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    • pp.826-830
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    • 2007
  • The effects of the statistical properties of the Coulomb friction coefficients on the dynamic responses of a galloping quadruped robot are investigated in this paper. In general, the Coulomb friction coefficients are assumed to be deterministic for a controller design to achieve required motion characteristics. However, the friction coefficients between the ground and the robot legs are not constant in reality. Therefore, statistical characteristics of the friction coefficients need to be considered for a multi-body modeling of the robot galloping on the ground. The effects of the statistical properties on the dynamic responses of the quadruped robots are investigated.

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Grounding Grid Design Considering the Dangerous Voltage of Multi-layered Model in the Constrained Sites (제한된 부지 다층 대지구조에서 위험전압을 고려한 접지설계)

  • Son, Seok-Geum
    • The Transactions of the Korean Institute of Electrical Engineers P
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    • v.62 no.3
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    • pp.139-144
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    • 2013
  • In Korea, where most of the sites are narrow in space and their earth resistivity is relatively high, the spaces between grounding conductors are likely to be designed narrow in order to lower ground resistance and dangerous voltage below to the permitted safety values. In addition, ground nets are in the shape of square or rectangle depending on the location and size of the facilities and ground contact area, and inner conductors are laid out in grids like the pattern of nets. Nevertheless, with the existing designs, the marginal voltage for safety gets higher as the area is extended further outside, in comparison with that of inner mesh grounding, thus causing much difficulty maintaining them equipotential, and there exist limits in the burial, grounding grid design considering the dangerous voltage of muti-layered model in the constrained sites, was studied.

Delineation of water seepage in a reservoir embankment from ground temperature measurements (지온탐사에 의한 저수지 제방의 누수 조사)

  • 박삼규
    • Economic and Environmental Geology
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    • v.32 no.2
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    • pp.169-175
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    • 1999
  • The water leakage of reservoir embankment usually occurs through water vein, which gives little influence on the embankment in a normal state. However, the embankment can be destroyed when the water level of reservoir increases with heavy rain in summer. Investigating the water vein and its path is therefore very important from the viewpoint of disater prevention and embankment protection. This paper presents survey results of one-meter-depth ground temperature and multi-point temperature logging in an embankment in Japan to delineate water veins and permeable formations. Four water veins have been predicted in the embankment by comparing measured one-meter-depth ground temperatures with the background ones which have no effect of water vein. The multi-point temperature logging was carried out in the borehole drilled at one of the predicted water veins. Depth and thickness of the permeable formation in the borehole can be determined from temperature restoration ratios with elapsed time. From these results we can find that the water leakage of reservoir embankment mainly occurs in sandy soil formation in the embankment.

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The Application of Nonlinear 3-D Tunnel Analysis Program for the Improved Efects of Steel Pipe Reinforced Multi Step Grouting Method (3차원 터널해석에 의한 강관 다단 그라우팅의 보강효과)

  • Kim, Hyeong-Tak;Lee, Bong-Yul;Kim, Hak-Moon
    • Proceedings of the Korean Geotechical Society Conference
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    • 1995.10a
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    • pp.25.2-38
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    • 1995
  • the Effect of steel pipe reinforced multi-step grouting(SPRG) technique to inrove the ground far ahead of the excavation face was investigated by means of numerical analysis. It was found taht the nonlinear 3-D FEM program performed well to evaluate the usefulness of the SPRG technique in soft ground tunnelling, and about 20% of settlement control in this particular case possible. Therefore in urban subway tunnel construction, the New Austirial Tunnelling Method can be satisfactorily applied even in poor ground conditon with aid of the SPRG technique.

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Preliminary Simulation on Spaceborne Sparse Array Millimeter Wave Radar for GMTI

  • Kang, Xueyan;Zhang, Yunhua
    • Journal of electromagnetic engineering and science
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    • v.10 no.4
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    • pp.322-327
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    • 2010
  • Spaceborne sparse array radar for ground moving targets indication (GMTI) has outstanding advantage over full array radar for constructing ultra-large aperture. Rapid development of millimeter wave (MMW) technology make it possible for realizing MMW GMTI radar, which is much more sensitive to slow moving ground target. The paper presented the system model of a multi-carrier frequency sparse array MMW radar as well as preliminary simulation results, which showed future application of the system is very promising.

Agent-Based Distance Relaying Algorithm for Phase-to-Ground Faults (에이전트 환경에서의 1선지락 거리계전 알고리즘)

  • Hyun, Seung-Ho;Jin, Bu-Gun;Lee, Seung-Jae
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.56 no.11
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    • pp.1885-1891
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    • 2007
  • This paper presents a distance relaying algorithm for phase-to-ground faults in transmission lines under Multi-Agent protection environment. In normal condition, a distance relay agent stores the latest states, e.g., voltage of source side, voltage of the opposite side and the loading conditions, etc., through communication between the agents. Once a fault occurs, the relay calculates the fault location using the knowledge about the states just before the fault happens. This stand-alone operation is to improve reliability under the fault condition at which the accuracy or time required for communication may not be guaranteed. The mathematical expression of fault location is derived through loop analysis, before hand, in the manner that both fault current from the opposite end and fault resistance are included implicitly so that their effects are minimized. The suggested algorithm is applied to a typical transmission system with two power sources on both ends to show its effectiveness.