• 제목/요약/키워드: BRIDGE 3.0

검색결과 520건 처리시간 0.035초

저출력 레이저가 기계적 노출치수에 미치는 영향에 관한 연구 (A STUDY OF THE EFFECTS OF THE LOW POWER DENSITY LASER ON THE MECHANICALLY EXPOSED PULP)

  • 박동성;임성삼
    • Restorative Dentistry and Endodontics
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    • 제14권1호
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    • pp.109-118
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    • 1989
  • The purpose of this study was to investigate the bio-stimulating effect of low power density laser radiation on the mechanically exposed pulp. Class V cavities on dog's teeth were prepared and the pulps were mechanically exposed with a round bur. In control group, the exposed pulps were capped with $Ca(OH)_2$ powder and the cavities were sealed with Z.O.E.. In experimental group A, the pulps were irradiated with GaA1As laser for 5 minutes and then they were treated the same as control group. In experimental group B, the exposed pulps were covered by aluminum foil and sealed with Z.O.E. after they were irradiated with the laser as the experimental group A. In the all groups, the pulps were histopathologically observed at the time intervals of 1, 2 and 3 week after experiment and the results were statistically evaluated. The results were as follows: 1) In control and experimental groups, mild vascular congestion and bleeding was found in most of the specimens and for the new formation of dentin bridge, experimental group A had the most cases. The dentin bridge had discontinuous osteodentin like appearance without any dentinal tubules. Inflammatory cell infiltration consisted of acute and chronic inflammatory cell, and the formation of microabscess was also observed. 2) The degree of inflammatory cell infiltration was not significantly different among control group and experimental groups at 1 week, 2 week and 3 week. 3) The formation of new dentin bridge was not significantly different between control group and experimental group A at 1 week, but at 2 week and 3 week, experimental group A showed significantly more cases of new dentin formation than control groups. (P < 0.05). 4) Between control group and experimental group B, there was no significant difference in formation of the new dentin bridge at 1, 2 and 3 week. (P> 0.05). 5) There was no significant difference in formation of the new dentin bridge at 1 and 2 week between experimental group A and experimental group B, but at 3 week, the former significantly had more cases of new dentin bridge formation than the latter.(P < 0.05).

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저수조내에서 수질의 경시적 변화에 관한 연구 (A Study on the Periodical Variations of Water Quality under the Condition of Stagnation)

  • 박병윤
    • 한국환경과학회지
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    • 제4권1호
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    • pp.81-90
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    • 1995
  • In order to provide the basic information for the water quality modeling, the water pollution indicators of Sin stream and Keumho river flowing through Taegu city were measured, and the Periodical variations of these indicators were studied under the condition of stagnating for 19 days. For this experiment, three sampling sites(Sungpook bridge, Mutae bridge and Gangchang bridge) were selected. Sungpook bridge is located most down the Sin stream, Mutae bridge and Gangchang bridge are located on the lower Keumho river. The results were as follows. 1. The values of water pollution indicators measured at Mutae bridge were pH 8.7, TSS 51mg/1, TS 383mg/1, Cl- 60.68mg/1, turbidity 32FTU, DO 8.58mg/1, oxygen deficit 2.02mg/1, COD 16.32mg/1, organic carbon 13.60mg/1. 2. At Gangchang bridge located down more than Mutae bridge, the values of these indicators were pH 8.0, TSS 26mg/1, TS 737mg/1, Cl- 90.59mg/1, turbidity 37FTU,DO 3.49mg/1, oxygen deficit 7.11mg/1, COD 28.02mg/1, organic carbon 14.28mg/1. 3. At Sungpook bridge, the values of these indicators were pH 8.3, TSS 145mg/1, TS 344mg/1, Cl- 32.51mg/1, turbidity 60FTU, DO 6.53mg/1, oxygen deficit 4.07mg/1, COD 43.79mg/1, organic carbon 11.03mg/1. 4. At Mutae bridge and Sungpook bridge of which initial DOs were high, DOs have decreased under the condition of stagnating for 7 days and increased after that time. On the contrary, at Gangchang bridge of which oxygen deficit was very high(7.11mg/l), DO have increased under the condition of stagnating for 13 days and decreased after that time 5. All the samples showed the quick decrease of CODs and organic carbons under the condition of stagnating for 19 days. Nevertheless, at Sungpook bridge ·of which initial COD was yeW high(43.79mg/1), the value of COD measured at the last day of experiment was still high(21.35mg/1) because of a large quantity of reducing inorganic matters. 6. All the samples didn't show the distinct decrease of turbidities because of a large quantity of nonbiodegradable inorganic solids.

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일체식 교대의 장기토압 거동 (Long-term Behavior of Earth Pressure on Integral Abutments)

  • 남문석;박영호
    • 한국지반공학회논문집
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    • 제23권4호
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    • pp.47-58
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    • 2007
  • 교량의 건설과 유지 비용을 줄이고 내진에도 강한 일체식 교대 교량은 전세계 뿐만아니라 우리나라에서도 그 사용량이 증가하고 있다. 하지만 일체식 교대와 뒷채움 지반의 상호작용인 토압거동에 대한 연구는 미진한 상태이다. 따라서 본 연구에서는 PSC빔 거더를 이용한 90m 3경간 연속교 형식인 일체식 교대교량을 국내 처음으로 시험시공하여 공용중에 있는 교량에 대하여 계절적인 온도변화에 따라 발생하는 교대배면 토압을 장기계측하였다. 그 결과에 의하면, 일체식 교대높이(H)에 대한 최대 평균 신장량의 비는 0.0024으로 여름철에, 그리고 일체식 교대높이에 대한 최대 평균 수축량의 비는 0.0011으로 겨울철에 발생하였다. 실측한 최대 수동토압계수과 주동토압계수의 크기는 각각 4.8과 0.7이었고, 그 위치와 형상은 교대저면으로부터 0.82H에서 작용하는 제형의 분포를 보였다. 마지막으로 본 교대의 수동과 주동 토압분포의 작도법을 제안하였다.

수질모의시 적정 탈산소계수 선정을 위한 연구 - 황구지천을 대상으로 - (A study on rationalized values of deoxygenation coefficient for stream quality modelling in the Hwangguji stream)

  • 노희성;안태진
    • 한국습지학회지
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    • 제21권1호
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    • pp.77-83
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    • 2019
  • 2002년 및 2014년 수행된 황구지천 하천기본계획 수립에 있어서 수질오염농도의 예측을 수행하였지만, 수질 예측모델링 과정에서 관행적으로 적용한 반응계수를 적용함으로써 수질 예측 결과의 신뢰도가 낮은 것으로 평가되고 있다. 본 연구에서는 황구지천 국가하천 약 7.8 km 본류구간인 세마교와 수직교사이에서의 탈산소계수를 평가하여 기존 수질모델링에서 적용한 탈산소계수와 비교하고자 하였다. 관측자료를 통하여 황구지천 세마교 지점(HGJ2)부터 수직교 지점(HGJ3)구간에서 풍수 기간일 경우 탈산소계수는 $0.078day^{-1}{\sim}0.748day^{-1}$, 갈수 기간일 경우는 $0.053day^{-1}{\sim}0.505day^{-1}$ 등으로 산정되었다. 2002년에 수행된 황구지천 수질 예측모델링에서 적용한 탈산소계수는 $0.02day^{-1}{\sim}3.4day^{-1}$ 범위의 값을 적용하였으며, 2014년에는 $0.043day^{-1}$을 적용하였다. 따라서 2002년에는 실제 관측된 수질보다 긍정적으로 예측되었으나, 2014년에는 실제 관측 수질보다 부정적으로 예측되었다. 이는 여러 요인이 있겠지만 적정한 탈산소계수의 적용도 상당한 요인이 작용한 것으로 보이며, 향후 수질예측모델링에서 관측자료가 있는 경우에는 관측자료에 의한 탈산소계수의 결정을 통하여 수행할 필요가 있다고 판단된다.

Computation of design forces and deflection in skew-curved box-girder bridges

  • Agarwal, Preeti;Pal, Priyaranjan;Mehta, Pradeep Kumar
    • Structural Engineering and Mechanics
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    • 제78권3호
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    • pp.255-267
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    • 2021
  • The analysis of simply supported single-cell skew-curved reinforced concrete (RC) box-girder bridges is carried out using a finite element based CsiBridge software. The behaviour of skew-curved box-girder bridges can not be anticipated simply by superimposing the individual effects of skewness and curvature, so it becomes important to examine the behaviour of such bridges considering the combined effects of skewness and curvature. A comprehensive parametric study is performed wherein the combined influence of the skew and curve angles is considered to determine the maximum bending moment, maximum shear force, maximum torsional moment and maximum vertical deflection of the bridge girders. The skew angle is varied from 0° to 60° at an interval of 10°, and the curve angle is varied from 0° to 60° at an interval of 12°. The scantly available literature on such bridges focuses mainly on the analysis of skew-curved bridges under dead and point loads. But, the effects of actual loadings may be different, thus, it is considered in the present study. It is found that the performance of these bridges having more curvature can be improved by introducing the skewness. Finally, several equations are deduced in the non-dimensional form for estimating the forces and deflection in the girders of simply supported skew-curved RC box-girder bridges, based upon the results of the straight one. The developed equations may be helpful to the designers in proportioning, analysing, and designing such bridges, as the correlation coefficient is about 0.99.

금호강의 이화학적 조건과 식물성 Plankton에 따른 수질오염에 관한 연구 (A study on water pollution of the physio-chemical conditions and phytoplankton of the Gumho River.)

  • 강회양;차상은;박선섭
    • 한국환경보건학회지
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    • 제8권1호
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    • pp.1-11
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    • 1982
  • A study on the water pollution of Gumho river by the relationship between physio-chemical conditions and water quality level by phytoplankton was examined at 7 sampling positions during the period from Aug. 1 to Nov. 30, 1981. Examination of physio-chemicat water analysis such as temperature, pH, DO, BOD, and biological analysis are as follows: 1. pH was in the range of 6.6-7.3. 2. At all positions DO was0.5-11.9 mg/l. But at Shinchun bridge and Gangchang was 0.5-3.9 mg/l. 3. BOD was in the range of 3.4-29.2 mg/l. Banyawol, Dongchon and Gumdan was shown good condition. But at Shinchun bridge was 21.1-29.2 mg/l. 4. The plankton identification in this study period showed, Cyanophyceae is 7 genera 13 species, Bacillariophyceae is 11 genera 32 species, and Chlorophceae is 17 genera 27 species: total 35 genera 72 species. 5. In the point of phytoplankton classification, upper stream of Banyawol, Dongchon and Gumdan which BOD was 3.4-8.7 mg/l, dominant phytoplanktons were Synedra ulna, Ulothrix sp., Oscillatoria sp. and Frusturia rhomboides. At Shinchun bridge which BOD was 21.1-29.2 mg/l, Microcystis aeruginosa, Closterium acerosum and Oscillatoria sp were found a small. At 3rd gongdan which BOD was 9.2-12.5 mg/l, dominant species were Synedra ulna, Hormidium sp and Actinastrum hantzschii. At Paldal which BOD was 7.8-9.2 mg/l, dominant species were Nitzschia palea, Synedra ulna and Scenedesmus bijuga. At Gangchang of down stream which BOD was 6.9-9.2 mg/l, dominant phytoplanktons were Closterium acerosum, Microcystis aeruginosa and Actnastrum hantzschii. 6. The results of biological water analysis by saprobic system were as follows: Banyawol was from oligosaprobic to $\beta$-mesosaprobic, Dongchon and Gumdan was from $\beta$-mesosaprobic to $\beta$-mesosaprobic, Shinchun bridge was polysaprobic, 3rd gongdan was from $\alpha$-mesosaprobic to $\beta$-polysaprobic, Paldal was $\beta$-polysaprobic and Gangchang was $\alpha$-polysaprobic.

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등방성 언더컷 식각에 의한 에어-브리지 소자 격리 구조를 갖는 AaGaAs/GaAs HBT의 제작에 관한 연구 (A study of the fabrication of AlGaAs/GaAs HBT with an air-bridge isolation structure induced by isotropic undercut etching)

  • 김연태;이제희;윤상호;권오섭;반용찬;원태영
    • 전자공학회논문지D
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    • 제35D권5호
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    • pp.40-47
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    • 1998
  • This paper report sthe design, fabrication and characterization of an AlGaAs/GaAs HBT (heterojunction bipolar transistor) with an air-bridge isolation structure which is made to improve high frequency characteristics for the application to the mobile communication system in the next genration. We found that the size, shape and structure of HBT have an effect on the high frequency operation. The measured dc and ac characteristics of the four type HBTs were compared and analyzed. An E-type HBT with an air-bridge structure by undercut etching exhibited .beta.=56, $V_{off-set}$ = 0.3 V, B $V_{CEO}$=7.0V with $f_{T}$=40 GHz and $f_{max}$=45GHz at a collector current density of 7.1*10$^{4}$ A/c $m^{2}$.>.

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NPC와 B-Bridge 컨버터의 부스트 벡터와 커패시터전압의 해석 (Analysis of Capacitor Voltage and Boost Vector in Neutral-Point-Clamped and H-Bridge Converter)

  • 김정균;김태진;강대욱;현동석
    • 전력전자학회:학술대회논문집
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    • 전력전자학회 2002년도 전력전자학술대회 논문집
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    • pp.489-493
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    • 2002
  • This paper discover another boost vectors in high modulation index In steady states, modulation index of converter operation is normally $0.7\~0.8[p.u]$. Even though zero vectors are not imposed, DC-Link voltage is constant because 3-level boost convert has another boost vectors. and this paper proposes the analysis and the comparison for NPC and H-Bridge converter. It proposed the calculation method for the voltage ripple and charging current of each capacitor and deals with voltage balance problems of each link capacitor they are associated with the switching state, the position of reference voltage vector. Simulation and analysis are used in order to prove validity of the proposed methods.

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FRACTURE STRENGTH AND MARGINAL FIT OF IN-CERAM, COPY-MILLED IN-CERAM, AND IPS EMPRESS 2 ALL-CERAMIC BRIDGES

  • Hwang Jung-Won;Yang Jae-Ho;Lee Sun-Hyung
    • 대한치과보철학회지
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    • 제39권6호
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    • pp.641-658
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    • 2001
  • All-ceramic restorations have become an attractive alternative to porcelain-fused-to-metal crowns. In-Ceram, and more recently IPS Empress 2 were introduced as a new all-ceramic system for single crowns and 3-unit fixed partial dentures. But their strength and marginal fit are still an important issue. This study evaluated the fracture resistance and marginal fit of three systems of 3 unit all-ceramic bridge fabricated on prepared maxillary anterior resin teeth in vitro. The 3 all-ceramic bridge systems were: (1) a glass-infiltrated, sintered alumina system (In-Ceram) fabricated conventionally, (2) the same system with copy-milled alumina cores (copy-milled In-Ceram), (3) a heat pressed, lithium disilicate reinforced glass-ceramic system (IPS Empress 2). Ten bridges of each system with standardized design of framework were fabricated. All specimens of each system were compressed at $55^{\circ}$ at the palatal surface of pontic until catastrophic fracture occurred. Another seven bridges of each system were fabricated with standard method. All of the bridge-die complexes were embedded in epoxy resin and sectioned buccolingually and mesiodistally. The absolute marginal discrepancy was measured with stereomicroscope at ${\times}50$ power. The following results were obtained: 1. There was no significant difference in the fracture strength among the 3 systems studied. 2. The Weibull modulus of copy-milled In-Ceram was higher than that of In-Ceram and IPS Empress 2 bridges. 3. Copy-milled In-Ceram($112{\mu}m$) exhibited significantly greater marginal discrepancy than In Ceram ($97{\mu}m$), and IPS Empress 2 ($94{\mu}m$) at P=0.05. 4. The lingual surfaces of the ceramic crowns showed smaller marginal discrepancies than mesial and distal points. There was no significant difference between teeth (incisor, canine) at P=0.05. 5. All-ceramic bridges of three systems appeared to exhibit sufficient initial strength and accept able marginal fit values to allow clinical application.

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HEC-RAS 모델을 이용한 신천 시험유역의 하도 특성연구 (Channel Characteristics of Sincheon Experimental Catchment using HEC - RAS model)

  • 박병기;이명구;홍창수;이재관;이영준;최중대
    • 한국환경과학회지
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    • 제25권1호
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    • pp.41-56
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    • 2016
  • In recent localized heavy rainfalls have been arising from abnormal climate change. People are concerning about damages with increasing the frequency of flooding. Therefore, we need to understand river hydraulic characteristics and management to reduce damage from flooding. To study hydraulic characterization of Sincheon experimental catchment HEC-RAS (Hydrologic Engineering Center River Analysis System) model which provided by U.S Army Corps of Engineers (USACE) was applied. This study analyzed and compared water level the frequency flood for 100 years and 200 years by clark unit Hydrography. The change of the water level of Daejeon bridge, Sincheon bridge and Singi bridge showed increased for all conditions. The flow rate for the Daejeon bridge and the Sincheon bridge showed an increase, but the Sinki bridge showed a decreasing flow rate overally, except for 1hour-100 years. The verification result showed that the model was able to simulate the water level with 0.4709 coefficient of determination and error ration ranging from 1 to 3%.