• 제목/요약/키워드: source strength

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The DC Breakdown Properties of Gate Oxide in MOSFET (MOSFET에서 gate oxide의 직류 절연파괴 특성)

  • 박정구;이종필;이수원;홍진웅
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 1999.11a
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    • pp.44-48
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    • 1999
  • In order to the investigate for the DC(forward-reverse) breakdown properties of gate oxide in MOSFET, we are manufactured the specimen as following. The resistivity is 1.2($\Omega$ $.$ cm), 1.5($\Omega$ $.$ cm) and 1.8($\Omega$ $.$ cm) when thickness is 600(${\AA}$), and the diffusion time is both 110[min] and 150[min] when thickness is 600[${\AA}$]. In DC dielectric strength due to the each resistivity, it is confirmed that almost of the leakage current and breakdown current is flowed through n+ source when positive bias is applied, but is flowed through P region when negative bias is applied. It is thought that the dielectric strength due to the diffusion time is the contribution as increasing of p region.

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A Novel Weighting Factor Method in NLOS Environment

  • Guan, Xufeng;Hur, SooJun;Choi, JeongHee
    • IEMEK Journal of Embedded Systems and Applications
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    • v.6 no.2
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    • pp.108-116
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    • 2011
  • Non-line-of-sight (NLOS) error is the most common and also a major source of errors in wireless location system. A novel weighting factor (NWF) method is presented in this paper, based on the RSS(Received Signal Strength) measurements, path loss model and Circular Disk of Scatterers Model (CDSM). The proposed positioning method effectively weighted the TOA distance measurements for each Base Station (BS). Simulation results show that the proposed method efficiently weighted the distance measurements and achieve higher localization accuracy than that of Linear Line of Position (LLOP) and Believable Factor Algorithm (BFA).

Experimental Evaluation for Structural Performance of Hybrid Damper Combining Steel Slit and Rotational Friction Damper (강재 슬릿과 회전 마찰형 감쇠 장치를 결합한 복합 감쇠 장치의 실험적 구조 성능 평가)

  • Kim, Yu-Seong;Kang, Joo-Won;Park, Byung-Tae;Lee, Joon-Ho
    • Journal of Korean Association for Spatial Structures
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    • v.19 no.3
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    • pp.101-109
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    • 2019
  • In order to develop the compatible damping device in various vibration source, a hybrid wall-type damper combining slit and friction damper in parallel was developed. Cyclic loading tests and two-story RC reinforced frame tests were performed for structural performance verification. As a result of the 5-cyclic loading test according to KBC-2016 and low displacement cyclic fatigue test, The hybrid wall type damper increased its strength and the ductility was the same as that of the slit damper. In addition, As a result of the two-layer frame test, the reinforced frame had about twice the strength of the unreinforced frame, and the story drift ratio was satisfied to Life Safety Level.

Stability analysis of infinite rock slopes with varying disturbances based on the Hoek-Brown failure criterion

  • Dowon Park
    • Geomechanics and Engineering
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    • v.33 no.1
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    • pp.53-63
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    • 2023
  • Rock disturbance caused by blasting and stress relaxation is commonly observed during excavation. As the distance from the source of disturbance increases, the degree of disturbance decreases, and rock at a large depth does not experience disturbance. However, in stability analyses, a single value of disturbance is often applied to the entire rock mass, which leads to underestimated results. In this study, this modeling mistake is addressed by considering realistically varying rock disturbance. The safety of infinite slopes in a disturbed rock mass with a strength governed by the Hoek-Brown failure criterion is investigated based on the kinematic approach of limit analysis. The maximum disturbance is assigned to the outermost slope face because it is directly exposed to blasting damage and dilation, and the disturbance progressively decays with distance in the rock mass. The safety analysis results indicate that the assumption of uniform disturbance in the entire rock mass leads to underestimation of the rock strength and safety on infinite rock slopes. A critical slip surface appears to be within the disturbed rock layer as well as the interface between the disturbed upper rock and undisturbed lower rock.

Quality Evaluation of Basalt Aggregates from JEJU Island (제주산 현무암의 콘크리트용 골재 사용을 위한 품질 특성 평가)

  • Jang, Myung-Houn;Choi, Hee-Bok
    • Journal of the Korea Institute of Building Construction
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    • v.13 no.5
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    • pp.449-456
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    • 2013
  • This study was carried out to assess the suitability in terms of the standards of material quality of basalt aggregates from JEJU Island as a source for concrete aggregate. Quality assessments on the basalt aggregates were performed to assess the soundness of coarse aggregates using sodium sulfate solution, aggregate crushing test, and Los Angeles abrasion test. In addition, XRD, XRF, porosity, and compressive and tensile strength tests were performed to analyze the chemical components and the mechanical properties. In general, the mechanical properties of basalt aggregates from some areas did not meet the Korea Standards (KS), but the levels of compressive and tensile strength were higher than those of granite, andesite, and sandstone of other regions.

Case Study of Rock Mass Classifications in Slopes (절취사면의 암질평가사례)

  • Shin, Hee-Soon;Han, Kong-Chang;Sunwoo, Choon;Song, Won-Kyong;Synn, Joong-Ho;Park, Chan
    • Proceedings of the Korean Geotechical Society Conference
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    • 2000.03b
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    • pp.109-116
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    • 2000
  • Rippability refers to the ease of excavation by construction equipment. Since it is related to rock quality in terms of hardness and fracture density, which may be measured by seismic refraction surveys, correlations have been made between rippability and seismic P wave velocities. The 1-channel signal enhancement seismograph(Bison, Model 1570C) was used to measure travel time of the seismic wave through the ground, from the source to the receiver. The seismic velocity measurement was conducted with 153 lines at 5 rock slopes of Chungbuk Youngdong area. Schmidt rebound hardness test were conducted with 161 points on rock masses and the point load test also on 284 rock samples. The uniaxial compressive strength and seismic wave velocity of 60 rock specimens were measured in laboratory. These data were used to evaluate the rock quality of 5 rock slopes.

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Derivation of Acoustic Target Strength Equation Considering Pulse Type of Acoustic Signal (펄스 타입의 음향신호를 고려한 음향표적강도 이론식 개발)

  • Kim, Ki-June;Hong, Suk-Yoon;Kwon, Hyun-Wung
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2007.11a
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    • pp.812-819
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    • 2007
  • Acoustic Target Strength (TS) is a major parameter of the active sonar equation, which indicates the ratio of the radiated intensity from the source to the re-radiated intensity by a target. This research provides the time pattern of TS in time domain, which is applicable to pulse modulated acoustic pressure field. If the time pattern of TS is predicted by using TS equation in frequency domain, it takes long time and difficult since time function pulsed acoustic wave may be decomposed into their frequency domain components. But TS equation in time domain has a convenience. If the expression for pulsed acoustic field has been obtained, the problem can be solved. Furthermore this paper introduces about mathematical equivalence quantities between EM wave and Acoustic Wave.

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In Vitro Propagation of Cindium officinale Makino Through Shoot Tip Culture (천궁의 경정배양을 통한 기내번식)

  • 이현숙;정재동;김창배;윤재태;최부술
    • Korean Journal of Plant Tissue Culture
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    • v.21 no.4
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    • pp.221-225
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    • 1994
  • This experiment was conducted to identify the optimal in vitro propagation condition of Cnidii rhizoma (Cnidium officinale Makino). It was effective to reduce contamination and improve regeneration of shoot when shoot tips taken in July were cultured in 1/2 strength Murashige and Skoog medium supplemented with 500 mg/L carbenicillin disodium 1.0 mg/L BA and 1.0mg/L $GA_3$followed by surface sterilization of explant source in solution of 1% sodium hypochlorite for 20 minutes. When shoot tips were 쳐cultured in 1/2 strength MS medium with 0.5 mg/L BA and 60 g/L sucrose, shoot elogation and subsequent multiplication of the formed shoot were favorable than in other media. Regenerants were well rooted in 1/2 strength MS medium containing 3.0 mg/L NAA.

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Recycling of Wastepaper(13) -Selective Treatment of Flocculant on Fractionated OCC Fines- (고지재생연구(제13보) -부상부유의 응집처리에 의한 골판지 고지의 탈수성 및 강도 향상 방법-)

  • 여성국;류정용;신종호;송봉근;김진두
    • Journal of Korea Technical Association of The Pulp and Paper Industry
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    • v.33 no.1
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    • pp.24-29
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    • 2001
  • The base paper of corrugated board is mainly produced from Korean old corrugated container (KOCC), and thus the recycling rate of KOCC is very high. However, there is a problem that the pulp quality is very low while the recycling rate of OCC is high. The fines content in KOCC, the main source of the corrugated board, amounts to nearly the half of the total stock, and its formation increases as recycling process repeats due to the hornification of fiber. There have been attempts to improve the drainage property of OCC by increasing the headbox concentration of the paper machine or by applying drainage-promoting polymer additives. However, these conventional methods have problems of weakened paper strength and lowered converting fitness caused by paper formation hindrance. The strength of linerboard could not be increased in case KOCC is used, because hornified OCC pulp can-not be sufficiently refined due to the lowered drainage property caused by fines formation. We studied about a new technique consisting of froth-flotation for fractionating pulp stock into a long fiber portion and fines fraction. This study will be developed in order to enhance the drainage and strength properties of a recycled OCC pulp by selective treatment of flocculant on fractionated OCC Fines.

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Experiment Study for Fracture Characterist of the Ash solid (석탄회 고형물의 파괴특성에 관한 실험적 연구)

  • 조병완;박종빈;김효원
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.05a
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    • pp.335-340
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    • 2002
  • By the recently, Environmental pollution is serious by the highly economic growth and expansion of lively country basic industry. Especially, in case of industrial waste and life waste leaped into a pollution source. Also, research for processing of waste and recycling countermeasure is a pressing question on national dimension because it is prohibited an ocean disposal and reclamation. In this study, it looked for fracture characteristic value of recycling a coal ash to decrease environmental pollution by picky and exhaustion of natural resources and to reduce self-weight to prepare for a tall building and earthquake. So a coal ash examined to be possible to do as construction material. It achieved compressive strength test and three points bending test with initial notch depth rate and age for variables to show a basic research data. From the basis of the three points bending test, the fracture parameters - notch sensitivity, fracture energy, initial compliance were experimentally proposed. From the results of the compressive strength test, the elastic modulus was experimentally proposed. Also on the basis of the three points bending test, the fracture parameters - notch sensitivity, fracture energy, initial compliance were experimentally proposed. The results that the strength and fracture energy value are lower than concrete or mortar is described in this paper. Also, it shows that the deflection at fracture decreases as the age increases and the notch sensitivity decrease. However, it is judged to be available to construction material if research is continuously gone forward.

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