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Analysis of the Electromagnetic Scattering of Resistive Strip Grating with Uniform Resistivity on a Grounded Dielectric Layer - H-Polarization Case - (접지된 유전체 위의 저항율이 일정한 저항띠 격자구조에 대한 전자파 산란 해석 - H-분극인 경우 -)

  • Tchoi Young-Sun;Yang Seung-In
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.31 no.3A
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    • pp.321-327
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    • 2006
  • In this paper, when a H-polarized plane wave is incident on the grating consisting of uniform resistive strips, electromagnetic scattering is analyzed using the moment of methods (MoM). The current density of each resistive strip on a grounded dielectric plane is fixed by zero at both edges. To satisfy the condition at both ends of each resistive strip, the induced surface current density is expanded in a series of cosine and sine functions. The scattered electromagnetic fields are expanded in a series of floquet mode functions. The boundary conditions are applied to obtain the unknown current coefficients. According to the variation of the involving parameters such as strip width and spacing and angle of the incident field, numerical simulations are performed by applying the Fourier-Galerkin moment method. The numerical results of the normalized reflected power for resistive strips case for zero and several resistivities are obtained.

Influence of Mechanical Properties and Pore Structure on the Scaling Resistance of Concretes (콘크리트의 역학적 성능 및 공극구조가 스케일링 저항성에 미치는 영향)

  • Lee, Seung-Tae
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.1
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    • pp.111-118
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    • 2016
  • The scaling of concrete caused by the combined effects of frost and deicing salt is one of the principle causes of damage to transportation infrastructure in cold-climate regions. In this study, to evaluate the factors affecting scaling resistance of concrete, the relationship between the properties of concrete, such as the mechanical properties and pore structure, and scaling resistance was examined experimentally. The test results showed that the scaling resistance was strongly dependent on the absorption properties of concrete, but not on the compressive strength. Furthermore, it is believed that both the spacing factor and specific surface of the air voids was not a good parameter for evaluating the scaling resistance of concrete. SGC concrete was less durable than OPC and SFC concrete with respect to the scaling resistance in the scope of the present study.

Estimation of resistance coefficient of PHC bored pile by Load Test (재하시험에 의한 PHC 매입말뚝의 저항계수 산정)

  • Park, Jong-Bae;Kwon, Young-Hwan
    • Land and Housing Review
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    • v.8 no.4
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    • pp.233-247
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    • 2017
  • In Europe and the USA, the use of limit state design method has been established, and the Korea Ministry of Land, Transport and Maritime Affairs has implemented the bridge substructure design standard based on the critical state. But Korean piling methods and ground conditions are different from Europe and USA, the limit state design method can not be used immediately. In this study, the resistance coefficient was proposed by comparing and analyzing the results of the static load test(9 times) and dynamic load tests(9 times of EOID and 9 times of Restrike) with the bearing capacity calculated by Meyerhof(LH design standard, Road bridge design standard) method and surcharge load method(using Terzaghi's bearing capacity coefficient and Hansen & Vesic's bearing capacity coefficient). The previous LHI study showed the resistance coefficient of the LH design standard was 0.36 ~ 0.44, and this research result showed the resistance coefficient was 0.39 ~ 0.48 which is about 8% higher than the previous study. In this study, we tried to obtain the resistance coefficient mainly from the static load test and the resistance coefficient was 0.57 ~ 0.69(Meyhof method : LH design standard) based on the ultimate bearing capacity and the resistance coefficient was 0.49 ~ 0.60(Meyhof method : LH design standard) based on the Davissons bearing capacity. The difference of the resistance coefficient between the static and dynamic load test was greater than that we expected, we proposed the resistance coefficient(0.52 ~ 0.62 : Meyerhof method: LH design standard) using the modified bearing capacity of the dynamic load test. Summarizing the result, the coefficient of resistance obtained from the static and dynamic load tests was 0.35 ~ 0.76, which is greater than 0.3 suggested by the Road bridge design standard, so the economical design might be possible using the coefficient of resistance proposed by this study.

Studies on the varietal resistance to the rice stem borer, Chilo suppressalis WALKER. (I) Relation between the resistance and nitrogen and silica contents of host plant (이화명충에 대한 수도품종의 저항성에 관한 연구 (I) 품종간의 질소 및 규소함량이 저항성요소에 미치는 영향)

  • Shim J. W.
    • Korean journal of applied entomology
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    • v.4
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    • pp.51-54
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    • 1965
  • The study was initiated to investigate the nature of varietal resistance to the rice stem borer (Chilo suppressalis WALKER), specially the rotation of the resistance to the silica and nitrogen content of the host Plants. 1. The body freight of the larvae, reared on the stem of the various varieties of rice plants, when weighed at the age of 25 days old, showed great variation, and ranged from 21.24 mgrs. to 45.77 mgrs. depending on the used varieties of tile rice plants. And generally the varieties of Indica types were showed greater body weight than that of Japonica types in this experiments. 2. The positive correlation coefficients of percent survivals to body weight, developement, oviposition preference and rate of damage to host plants were significant, and consequently the percent survival could be used as a criteria of resistance. 3. The content of silica in the host plants was significantly correlated with both the degree of boring on the leaf and attractovemess of larvae, and the total nitrogen content of plants showed significant positive correlation coefficient with larval attractivenes, but not significant with the degree of boring on the leaf. 4. Since the attractiveness and boring manner were significantyly correlated to resistance criteria of rice plant to the pest, it could be considered that the resistance is the results of chain reaction of the factors mentioned above.

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Estimation of LRFD Resistance Bias Factors for Pullout Resistance of Soil-Nailing (쏘일네일링의 인발저항에 대한 LRFD 저항편향계수 산정)

  • Son, Byeong-Doo;Lim, Heui-Dae;Park, Joon-Mo
    • Journal of the Korean Geotechnical Society
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    • v.31 no.10
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    • pp.5-16
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    • 2015
  • Considering the conversion of the Korea Construction Standards to Limit State Design (LSD), we analyzed the resistance bias factor for pullout resistance, as a part of the development of the Load and Resistance Factor Design (LRFD) for soil nailing; very few studies have been conducted on soil nailing. In order to reflect the local characteristics of soil nailing, such as the design and construction level, we collected statistics on pullout tests conducted on slopes and excavation construction sites around the country. In this study a database was built based on the geotechnical properties, soil nailing specifications, and pullout test results. The resistance bias factors are calculated to determine the resistance factor of the pullout resistance for gravity and pressurized grouting method, which are the most commonly used methods in Korea; moreover, we have relatively sufficient data on these methods. We found the resistance bias factors to be 1.144 and 1.325, which are relatively conservative values for predicting the actual ultimate pullout resistance. It showed that our designs are safer than those found in a research case in the United States (NCHRP Report); however, there was an uncertainty, $COV_R$, of 0.27-0.43 in the pullout resistance, which is relatively high. In addition, the pressurized grouting method has a greater margin of safety than the gravity grouting method, and the actual ultimate pullout resistance determined using the pressurized grouting method has low uncertainty.

The Effect of Leadership Type in Domestic IT Firms on Firms' Innovation Resistance: Focusing on the Mediating Effect of Organizational Trust (국내 IT 기업 내 리더십 유형이 기업의 혁신저항에 미치는 영향: 조직신뢰의 매개효과를 중심으로)

  • Young Joon Bae;Sungjeong Do;Hyeonjeong Park;Sanghyeok Park
    • Asia-Pacific Journal of Business Venturing and Entrepreneurship
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    • v.18 no.4
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    • pp.103-116
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    • 2023
  • The purpose of this study is to investigate the relationship between vertical leadership and shared leadership, organizational trust and innovation resistance. For this purpose, a regression analysis was conducted based on data from 286 questionnaires completed by employees working in IT companies. As a result of the analysis, both shared leadership and vertical leadership showed a negative relationship with innovation resistance. For organizational trust, it was confirmed that there was a mediating effect in the relationship with innovation resistance. Shared leadership seems to form a stronger negative relationship with innovation resistance than vertical leadership, it was found that shared leadership is more effective in lowering innovation resistance. Therefore, if the strengths of vertical leadership and shared leadership are applied complementary to each other on the basis of organizational trust in promoting innovation, it will be a good way to overcome innovation resistance, which is a barrier to innovation success. To overcome innovation resistance, especially in IT startups, we propose the complementary application of vertical leadership and shared leadership based on organizational trust.

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Effects of Soil Resistivity on the Grounding Characteristics (대지 저항률이 접지 특성에 미치는 영향)

  • Jung, Yeon-Ha;Jang, Tae-Jun;Kwak, Hee-Ro;Roh, Young-Su;Choi, Chung-Seog
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.19 no.5
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    • pp.74-79
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    • 2005
  • In this paper the earth structures of four cities are analysed on the basis of the measured soil resistivity and the characteristics of a grounding system is examined. As a result it is revealed that the soil resistivity has an effect on touch voltage and step voltage, which are directly related to safety, as well as ground resistance.

Influence of Parasitic Resistances and Transistor Asymmetries on Read Operation of High-Resistor SRAM Cells (기생저항 및 트랜지스터 비대칭이 고저항 SRAM 셀의 읽기동작에 미치는 영향)

  • Choi, Jin-Young;Choi, Won-Sang
    • Journal of IKEEE
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    • v.1 no.1 s.1
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    • pp.11-18
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    • 1997
  • By utilizing the technique to monitor the DC cell node voltages through circuit simulation, degradation of the static read operating margin In high load-resistor SRAM cell was examined, which is caused by parasitic resistances and transistor asymmetries in this cell structure. By selectively adding the parasitic resistances to an ideal cell, the influence of each parasitic resistance on the operating margin was examined, and then the cases with parasitic resistances in pairs were also examined. By selectively changing the channel width of cell transistors to generate cell asymmetry, the influence of cell asymmetry on the operating margin was also examined. Analyses on the operating margins were performed by comparing the supply voltage values at which two cell node voltages merge to a single value and the differences of cell node voltages at VDD=5V in the simulated node voltage characteristics. By determining the parasitic resistances and the transistor asymmetries which give the most serious effect on the static read-operation of SRAM cell from this analysis based on circuit simulated, a criteria was provided, which can be referred in the design of new SRAM cell structures.

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A Study on the Comparison of Resistance Performance for Shape of Fin Keel of Sailing Yacht (세일링요트 핀킬 형상별 저항특성 비교연구)

  • Choo Kyung-Hoon;Sim Sang-Mok;Park Choung-Kwan;Jin Song-Han;Kwon Seong-Hoon
    • Journal of Navigation and Port Research
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    • v.30 no.5 s.111
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    • pp.375-379
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    • 2006
  • The keel attached on bottom of hull part prevents yacht from flowing sideway by sailing posture. The keel remove a heel moment and make the force of stability. The selection of suitable keel is important bemuse it has an influence on the safety. Also the appendage attached on bottom of keel part lower ballast weight center and have influence on hull stability. The optimum shape about the keel is very important. So this study has compared with characteristics of resistance depending on the shape of the lower part of fin keel in the same surface of water submersion, we have attached three different types of models of lower part of fin keels to the model ships using circulating water channel and analyzed resistance characteristics per shape to arrive at the optimum shape of reduction of resistance.

A Study on the Factors Influencing the Intention to Use the Metaverse: Focusing on Innovation Resistance Model (메타버스 이용의도에 영향을 미치는 요인에 관한 연구: 혁신저항 모델을 중심으로)

  • Minjung, Kim;Mina, Lee
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.23 no.1
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    • pp.51-58
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    • 2023
  • The purpose of this study is to identify various variables that affect the intention to use the metaverse, which has recently attracted attention. In particular, while previous studies have focused only on the variables that have a positive effect on the spread of the metaverse, this study tried to examine both the use and resistance perspectives by examining the psychological variables of consumers who reject specific changes, such as innovation resistance. By constructing consumer characteristics and innovation characteristic variables that affect innovation diffusion, the relationship between innovation resistance, attitude toward the metaverse, and intention to use the metaverse was examined. As a result of the study, it was found that innovation propensity, social image, and conformity had a negative effect on resistance to the metaverse. In addition, innovation propensity, social image, suitability, relative advantage, complexity, and observability mediate innovation resistance and attitudes toward the metaverse, and were finally revealed as variables that have positive or negative influences on the intention to use the metaverse.