• Title/Summary/Keyword: Ground Factor

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Characteristics of Response Spectrum using Observed Ground Motion from the Recent Earthquakes (내진설계를 위한 응답스펙트럼 연구)

  • Kim, Jun-Kyoung
    • Proceedings of the KSEEG Conference
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    • 1999.04a
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    • pp.116-119
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    • 1999
  • Amplification factor spectrum, using the observed strong ground motions database in the Korean Peninsula, has been obtained and compared with Standard Response Spectrum, which was suggested by United States Nuclear Regulatory Committee. The observed und motions from the Yongwol and the Kyoungju, and the other recent Earthquakes, respectively, which ate supposed to represent domestic seismotectonic characteristics such as seismic source, attenuation of the propagation medium, and site specific effect, are used for the analysis of amplification factor spectrum. The database are slightly different from the those of the second study. Amplification factors hue been calculated by comparing the observed peak ground motions with results from responses to the observed horizontal na vertical ground motions. The comparison have shown that the amplification factors resultant from this study exceeds these of Standard Response Spectrum, The results suggest that the characteristics of seismic strong ground motion, which are supposed to represent the domestic seismotectonic characteristics, differs from those of Standard Response Spectrum, especially at higher frequencies. The results from the 2nd study are similar to those of 1st analysis.

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Seismic Fragility Analysis of NPP Components for High Frequency Ground Motions (고진동수 지진동에 대한 원전 기기의 지진취약도 분석)

  • 최인길;서정문;전영선
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2003.03a
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    • pp.110-117
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    • 2003
  • The result of recent seismic hazard analysis indicates that the ground motion response spectra for Korean nuclear power plant site have relatively large high frequency acceleration contents. In the ordinary seismic fragility analysis of nuclear power plant structures and equipments, the safety margin of design ground response spectrum is directly used as a response spectrum shape factor. The effects of input response spectrum shape on the floor response spectrum were investigated by performing the direct generation of floor response spectrum from the ground response spectrum. The safety margin included in the design ground response spectrum should be considered as a floor response spectrum shape factor for the seismic fragility analysis of the equipments located in a building.

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Estimation of floor response spectra induced by artificial and real earthquake ground motions

  • Pu, Wuchuan;Xu, Xi
    • Structural Engineering and Mechanics
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    • v.71 no.4
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    • pp.377-390
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    • 2019
  • A method for estimating the floor response spectra (FRS) of elastic structures under earthquake excitations is proposed. The method is established based on a previously proposed direct estimation method for single degree of freedom systems, which generally overestimates the FRS of a structure, particularly in the resonance period range. A modification factor is introduced to modify the original method; the modification factor is expressed as a function of the period ratio and is determined through regression analysis on time history analysis results. Both real and artificial ground motions are considered in the analysis, and it is found that the modification factors obtained from the real and artificial ground motions are significantly different. This suggests that the effect of ground motion should be considered in the estimation of FRS. The modified FRS estimation method is further applied to a 10-story building structure, and it is verified that the proposed method can lead to a good estimation of FRS of multi-story buildings.

A Study on Reinforcement for Slope Stability of Gentle Inclination Slope Collapse Occurrence Area (완경사 사면붕괴 지역의 안전성 보강대책 연구)

  • 이승호;황영철;조성민;노흥제;이은동
    • Proceedings of the Korean Geotechical Society Conference
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    • 2003.06a
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    • pp.83-91
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    • 2003
  • Always slope according to construct road exist danger because of environment unstability factor in slope, Since this research an inclination of slope is gentle slope (1:1.5∼1:9.0) but falling happened by conduct of continuous ground movement. And this study considered more economical and efficient reinforcement method for slope stability. The various reinforcement methods are applied to execute examination of slope stability. Applied reinforcement methods satisfied safety factor And this research region is performing continuous measurement about ground movements and displacements.

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A Study on Determination of the Degree of Consolidation and Time Factor Considering Site Ground Characteristics (현장 지반특성을 고려한 압밀도 및 시간계수 결정에 관한 연구)

  • Choi, Min-Ju;Kim, Hung-Nam;Lee, Kang-Il
    • Journal of the Korean Geosynthetics Society
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    • v.21 no.1
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    • pp.23-32
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    • 2022
  • This study is conducted to minimize the problems caused by the difference between the settlement and settlement time of the one-dimensional consolidation analysis by the Terzaghi's consolidation theory, which is generally used in domestic soft soil design, from the settlement and settlement time measured at the field site. Consolidation-time factor considering the field site characteristics can be determined using the relationship among the degree of consolidation, settlement time, and time factor, the time-settlement curve measured at the field is reverse- analysis using a numerical-analysis technique to reproduce the same consolidation behavior as in the field. Time-settlement and time-excessive pore water pressure data when the same consolidation behavior as the site is reproduced Consolidation-time factor of the soil of Songsan Green City by settlement and excess pore water pressure was calculated using the settlement and excess pore water pressure for each settlement time. If the results of this study use the Terzaghi consolidation-time factor, which does not consider the consolidation characteristics of the soft ground target area, it is difficult to determine the end time of the soft ground during construction. It is necessary to use the established settlement-time factor.

Consumption of Jeju Ground Water Containing Vanadium Components Enhances Hepatic Antioxidant Defense Systems in ob/ob Mice (비만 마우스 간의 항산화시스템에 대한 바나듐 함유 제주지하수의 증강효과)

  • Kim, A-Reum-Da-Seul;You, Ho-Jin;Hyun, Jin-Won
    • Journal of Life Science
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    • v.22 no.1
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    • pp.1-6
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    • 2012
  • The present study examined the effects of consumption of Jeju ground water containing vanadium components on oxidative stress in obese (ob/ob) mice. Intake of Jeju ground water decreased the generation of oxidative stress induced-lipid peroxidation in the liver of ob/ob mice It also enhanced the enzymatic antioxidant defense system by increasing the protein expression and activity of superoxide dismutase, catalase, and glutathione peroxidase in liver tissues. Jeju ground water intake also upregulated the intracellular content of reduced glutathione. The induction of antioxidant enzyme expression by consumption of Jeju ground water was mediated by the erythroid transcription factor NF-E2 (Nrf2). Increased nuclear expression of phospho Nrf2 was observed in ob/ob mouse liver cells following ntake of Jeju ground water. These results suggest that consumption of Jeju ground water stimulated the antioxidant defense system in the livers of ob/ob mice via induction of Nrf2.

Sensitivity Analysis on Design Factor of Ground Heat Exchanger for Optimum Design of Vertical Ground Source Heat Pump System (수직밀폐형 지중열교환기의 최적설계를 위한 설계인자 영향도 분석)

  • Bae, Sangmu;Kim, Hongkyo;Nam, Yujin
    • Journal of the Architectural Institute of Korea Structure & Construction
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    • v.34 no.3
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    • pp.87-93
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    • 2018
  • Ground source heat pump(GSHP) system is one of the high efficiency heat source systems which utilizes the constant geothermal energy of a underground water or soil. However, the design of conventional GSHP system in the domestic market is dependent on the experience of the designer and the installer, and it causes increase of initial installation cost or degradation of system performance. Therefore, it is necessary to develop a guideline and the optimal design method to maintain stable performance of the system and reduce installation cost. In this study, in order to optimize the GSHP system, design factors according to ground heat exchanger(GHX) type have been examine by simulation tool. Furthermore, the design factors and the correlation of a single U-tube and a double U-tube were analyzed quantitatively through sensitivity analysis. Results indicated that, the length of the ground heat exchanger was greatly influenced by grout thermal conductivity for single U-tube and pipe spacing for double U-tube.

Assessment of Surface Boundary Conditions for Predicting Ground Temperature Distribution (지중온도 변화 예측을 위한 지표면 경계조건 검토)

  • Jang, Changkyu;Choi, Changho;Lee, Chulho;Lee, Jangguen
    • Journal of the Korean Geotechnical Society
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    • v.29 no.8
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    • pp.75-84
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    • 2013
  • Soil freezing is a phenomenon arising due to temperature difference between atmosphere and ground, and physical properties of soils vary upon the phase change of soil void from liquid to solid (ice). A heat-transfer mechanism for this case can be explained by the conduction in soil layers and the convection on ground surface. Accordingly, the evaluation of proper thermal properties of soils and the convective condition of ground surface is an important task for understanding freezing phenomenon. To describe convection on ground surface, simplified coefficient methods can be applied to deal with various conditions, such as atmospheric temperature, surface vegetation conditions, and soil constituents. In this study, two methods such as n-factor and convection coefficient for the convective ground surface boundary were applied within a commercial numerical program (TEMP/W) for modeling soil freezing phenomenon. Furthermore, the numerical results were compared to laboratory testing results. In the series of the comparison results, the convection coefficient is more appropriate than n-factor method to model the convective boundary condition.

An Analysis of Potential Interference Effects in the Vicinity of Ground Rod Depending on Frequency of Ground Currents (접지전류의 주파수에 따른 수직 접지전극 주변에서 전위간섭 영향 분석)

  • Lee, Bok-Hee;Cho, Yong-Seung;Choi, Jong-Hyuk;Yang, Soon-Man
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.25 no.12
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    • pp.88-93
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    • 2011
  • When the ground current is injected into the adjacent ground electrode, the potential interference is caused between ground electrodes, the ground potential interferences have been largely studied with power frequency fault currents. Many attempts to find the frequency-dependent grounding impedance report that the high frequency grounding impedance is very different with the ground resistance. This paper presents experimental data on the frequency-dependent potential interference effects in the vicinity of ground rod. The ground potential rises around the test ground rod of 4 or 6[m] were measured and discussed. As a result, the ground potential rises and potential interference factor are decreased with decreasing the grounding impedance. It was found that the lowering of grounding impedance is critical to reduce the ground potential interference effects.

A Study on the Pollution Sources of Simple water Supply Piped System using Statistical Analysis (통계적 분석을 이용한 간이급수시설의 오염원에 관한 연구)

  • 이홍근;김현용;백도현;김지영;이태호
    • Journal of environmental and Sanitary engineering
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    • v.14 no.2
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    • pp.56-67
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    • 1999
  • This study was performed to suggest the basic data and plans for the establishment of safe water supply plans in simple water supply piped system in the rural areas. In 4 different places, 24 points of water sources 36 points of taps from water sources were sampled. Of the whole 60 points, 55 points were ground water and 5 points were surface water. 14 items were measured for the analysis of water quality on each samples. The measured items were analyzed again by statistical method ; cluster analysis and principle components analysis. The results of this study are as followed. 1) In water quality analysis on water sources, 4 items, bacteria, E.coli, NH3-N and Fe exceed the standard. Of 24 points, 20 points(83%) on bacteria, 1 point(4%) on NH3-N and Fe exceed the standard. 2) In water quality analysis on near and remote taps, 4 items, bacteria, E.coli, NH3-N and Fe , exceed the standard. Of 36 points, 20 points (81%) on bactria, 1 pint(3%) on NH3-N and Fe exceed the standard. 3)Cluster analysis on water quality shows the differences by the kinds of water sources, geographical characteristics and distance from water sources. 4) Principle components analysis on ground water shows that Factor 1 and Factor 3 are natural fluctuation by the content of soil. Also, Factor 2 and Factor 4 are penetration of pollutants to underground. Therefore, it is needed to take deeper ground water in order to prevent from pollution in the areas which have ground water as water source . 5) Principle components analysis on surface water shows that Factor 1 is penetration of vacteria from surface to water source when rainfalls. Also, Factor 2 is fluctuation of water quality by the geographical characteristics. Therefore, the counterplans against non-point pollution source must be taken. Filtration and disinfection facilities are needed in the areas which have surface water as water source.

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