• 제목/요약/키워드: 3-units bridge

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보강토 옹벽 전면블록의 연결강도 및 마찰특성 평가 (Assessment of Connection Strength and Frictional Characteristic for The Segmental Retaining Wall Unit)

  • 김진만;조삼덕;오세용;이대영
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.1562-1571
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    • 2005
  • The use of geogrid for SRW systems and bridge abutment has increased rapidly over the past 10 years in Korea. The concept of segmental retaining walls and reinforced soil is very old and for example The Ziggurats of Babylonia(i.e. Tower of Babel) were built some 2,500 to 3,000 years ago using soil reinforcing methods very similar to those described in current design. Modern SRW(Semental Retaining Wall) units were introduced in 1960's as concrete crib retaining wall systems. In this paper, the friction properties between segmental concrete units and geogrid are investigated by performing various tests.

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수종 저 침습 고정성 국소의치의 수직하중에 대한 저항 (Fracture Resistance of Low Invasive Fixed Partial Dentures)

  • 최종인;김유리;신창용;동진근
    • 구강회복응용과학지
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    • 제26권3호
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    • pp.241-251
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    • 2010
  • 본 연구의 목적은 4 종류의 저 침습 고정성 국소의치의 수직하중에 대한 저항을 연구하여 임상 활용에 도움을 주기 위함이다. 상악 우측 제 1 대구치 결손을 가정하여 상악 제 2 대구치와 제 2 소구치를 지대치로 하는 고정성 국소의치 금속 다이를 제작하고 4 종류의 저 침습 고정성 국소의치 (Resin bonded FPD, Two Key Bridge, Human Bridge without occlusal rest, Human Bridge with occlusal rest)를 제작하였다. 만능 시험기를 이용하여 수직하중을 가하여 실패 시의 최대 하중을 기록하고 실패 유형을 기록하였다. 평균 최대 하중은 Resin bonded FPD 군이 7,295 N, Two Key Bridge 군이 4,729 N, Human Bridge without occlusal rest 군이 2,190 N, Human Bridge with occlusal rest 군이 3,073 N 이었다. Resin bonded FPD, Two Key Bridge, Human Bridge 군 사이에는 통계학적 유의차가 있었으나 occlusal rest 의 유무에 따른 Human bridge 군 사이에서는 통계학적 유의차가 없었다. 보철물 실패양상은 Resin bonded FPD와 Two Key Bridge는 양측 지대치의 유지부 한쪽이 탈락되는 경우가 양측 모두 탈락되는 경우보다 많았으며 Human Bridge 군은 모두 지대치 양측의 유지부가 함께 탈락되는 경우가 한쪽이 탈락된 경우보다 더 많았다. 본 연구에서 저 침습 고정성 국소의치의 수직 하중에 대한 저항은 Human Bridge 군이 resin bonded FPD 군이나 Two key Bridge 군에 비하여 낮은 것으로 나타났다. 따라서 임상에 적용할 때에는 이와 같은 파절 저항을 고려하여 수복 위치의 최대 교합을 참고하는 것은 물론이고 각종 수복물의 탈락에 대한 저항, 그리고 치질의 삭제량, 환자의 협조도 등을 고려하여 각각의 환자에 적합한 수복물을 선택해야 할 것이다.

보강토 옹벽 전면블록의 마찰특성 평가 (Assessment of Frictional Characteristic for the Segmental Retaining Wall Unit)

  • 김진만;조삼덕;오세용;이대영;백영식
    • 한국지반공학회논문집
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    • 제21권1호
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    • pp.51-58
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    • 2005
  • 최근 국내에서는 지오그리드를 사용한 블록형 보강토옹벽 및 교대 옹벽등의 시공이 급속히 증가하는 추세에 있다. 보강토 공법 및 블록형 옹벽의 개념은 역사적으로 상당히 오래된 개념으로 기원전 $2,500{\sim}3,000$년경에 고대 바빌로니아에서 현재의 보강토 공법과 유사한 방법을 사용하였다. 현재 사용되고 있는 블록형 전면블록은 1960년경에 미국에서 콘크리트 크립(crib) 옹벽시스템으로 소개된 이래 활발히 사용되어 왔다. 본 논문에서는 다양한 실험을 통해 보강토 옹벽용 전면블록과 지오그리드 사이의 마찰특성 평가를 수행하였다.

DESIGN OF A SINGLE MODE VARIABLE BRIDGE TYPE SPLIT-POWERED CVT WITH AN INNER-SPHERICAL CONTINUOUSLY VARIABLE UNIT

  • Seong, S.H.;Lee, H.W.;Choi, J.H.;Park, N.G.
    • International Journal of Automotive Technology
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    • 제8권6호
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    • pp.799-806
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    • 2007
  • One method for improving the torque capacity of the CVT is to use a split-powered CVT(SPCVT) to reduce the power transmitted into a continuously variable unit(CVU). A variable bridge SPCVT with two planetary gear units(PGUs), which are composed of a sun gear, a ring gear, and carrier and planetary gears, can minimize the power to the CVU. However, a SPCVT with a conventional CVT should possess a dual mode, which would allow the conventional CVT to be used at high speeds and an additional gear train to be used at low speeds. The inner-spherical CVU(ISCVU) with an inner and outer spherical contact mechanism developed in this study can cover the range from low to high speeds. The rated power and the overall speed ratios were 100 kW and $0.09{\sim}0.36$, respectively. Power efficiency was numerically calculated to be over 90% over the speed ratio range of $0.1{\sim}0.29$. The maximum shear stress at the two contact areas of the rotor pairs, the minimum life and the overall size were estimated to be 700 MPa, 276 kh and $350{\times}350{\times}400mm^3$, respectively. This study shows that an ISCVU and a variable bridge type PGU can realize the SPCVT with a single mode for a vehicle.

Influence of para-orientating Methoxyl Units on the Electronic Structures and Light Absorption Properties of the Triphenylamine-based dyes by DFT Study

  • Liang, Guijie;Xu, Jie;Xu, Weilin;Wang, Luoxin;Shen, Xiaolin;Yao, Mu
    • Bulletin of the Korean Chemical Society
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    • 제32권7호
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    • pp.2279-2285
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    • 2011
  • The geometries, electronic structures and absorption spectra of the two organic triphenylamine-based dyes TA-St-CA and TA-DM-CA, containing identical electron donors and acceptors but the different conjugated bridges, were studied by density functional theory (DFT) at the B3LYP and PBE1PBE levels, respectively. The influence of para-orientating methoxyl units on the electronic structures and light absorption properties of the dyes and the consequent photovoltaic performance of the dye-sensitized solar cells (DSSCs) were investigated in detail. The results indicate that the introduction of the para-orientating methoxyl units into the conjugated bridge induces the increased absorption wavelength as well as the more negative EHOMO corresponding to the bigger driving force $(E_{I^-/I^-_3}-E_{HOMO})$ for dye reduction, which together improve the photovoltaic performance of TA-DM-CA, although there is a decline of the open circuit voltage caused by the more negative $E_{LUMO}$.

서해안 미고결 지층의 퇴적이력 및 퇴적환경 (Stratigraphic Sequence and Depositional Environment of Unconsolidated Deposits in the West Seacoast)

  • 이영목;최은경;김성욱;이규환;윤여진;임희대
    • 한국지반공학회논문집
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    • 제28권10호
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    • pp.55-68
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    • 2012
  • 우리나라 조간대의 약 83%는 서해안에 분포하고 있으며, 경기도와 인천지역에 약 35.1%가 분포하고 있다. 본 연구는 경기만 일원에 분포하는 조간대 퇴적층의 형성 환경과 특성을 이해하기 위하여 수행되었으며, 광물학적, 지구화학적, 물리적 특성에 대한 관찰과 기술을 통해 각각의 세부적인 퇴적단위를 구분하였다. 우리나라 서해 연안 조간대에서 채취된 퇴적물의 층서적 위치, 퇴적상 및 침식 부정합면을 근거로 조간대는 기반암 상위로부터 Unit 4${\rightarrow}$Unit 3${\rightarrow}$Unit 2${\rightarrow}$Unit 1의 순서로 4개의 퇴적단위로 구분되며, 경기만에서 측정된 퇴적층을 서해안 조간대 퇴적층과 대비하면 북부지역에 해당되는 청라지구에서는 Unit 4, Unit 3, Unit 2, Unit 1의 모든 지층이 나타나며, 영종도지역에서는 Unit 2, Unit 1의 지층이 관찰되며, Unit 4, Unit 3은 결층이다. 경기만의 중부와 남부지역에 해당되는 인천대교와 송도지역은 Unit 4, Unit 3, Unit 1의 지층이 관찰되며, Unit 2는 결층에 해당한다. 가로림만에 해당되는 대산 지역은 Unit 4-Unit 3-Unit 1이 관찰된다. 상부 지층에 해당하는 Unit 1과 Unit 2 지층은 경기만 북부의 청라지구와 영종도 지역에서 넓게 분포하며, 남부 지역은 하부 지층의 Unit 3과 Unit 4 지층이 잘 나타난다. 경기만에서 측정된 평균 점토광물 함량비는 청라지구에서 8.2%, 영종도에서 2.9%, 인천대교에서 18.4%, 송도지역에서 24.6%로 나타났다.

Copolymerization of Ethylene and Norbornene via Polymethylene Bridged Dinuclear Constrained Geometry Catalysts

  • Zhu, Yin-Bang;Jeong, Eung-Yeong;Lee, Bae-Wook;Kim, Bong-Shik;Noh, Seok-Kyun;Lyoo, Won-Seok;Lee, Dong-Ho;Kim, Yong-Man
    • Macromolecular Research
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    • 제15권5호
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    • pp.430-436
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    • 2007
  • The dinuclear half-sandwich CGCs (constrained geometry catalyst) with a polymethylene bridge, $[Ti({\eta}^5 : {\eta}^1-indenyl)SiMe_2NCMe_3]_2(CH_2)_n]$[n = 6 (1) and 12 (2)], have been employed in the copolymerization of ethylene and norbornene (NBE). To compare the mononuclear metallocene catalysts; $Ti({\eta}^5 : {\eta}^1-2-hexylindenyl)SiMe_2NCMe_3$ (3), $(Cp^* SiMe_2NCMe_3)$Ti (Dow CGC) (4) and ansa-$Et(Ind)_2ZrCI_2$ (5), were also studied for the copolymerization of ethylene and NBE. It was found that the activity increased in the order: 1 < 2 < 3 < 5 < 4, indicating that the presence of the bridge between two the CGC units contributed to depressing the polymerization activity of the CGCs. This result strongly suggests that the implication of steric disturbance due to the presence of the bridge may playa significant role in slowing the activity. Dinuclear CGCs have been found to be very efficient for the incorporation of NBE onto the polyethylene backbone. The NBE contents in the copolymers formed ranged from 10 to 42%, depending on the polymerization conditions. Strong chemical shifts were observed at ${\delta}$42.0 and 47.8 of the isotactic alternating NBE sequences, NENEN, in the copolymers with high NBE contents. In addition, a resonance at 47.1 ppm for the sequences of the isolated NBE, EENEE, was observed in the $^{13}C-NMR$ spectra of the copolymers with low NBE contents. The absence of signals for isotactic dyad at 48.1 and 49.1 ppm illustrated there were no isotactic or microblock (NBE-NBE) sequences in the copolymers. This result indicated that the dinuclear CGCs were effective for making randomly distributed ethylene-NBE copolymers.

과정중심평가를 위한 국가별 학교 평가혁신 사례분석 (Analysis of Process-focused, Innovative Assessment Cases in Australia, Singapore, the U.S.A. and Korea)

  • 강지혜;이지연
    • 한국IT서비스학회지
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    • 제18권3호
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    • pp.143-154
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    • 2019
  • The purpose of this study is to explore innovative adaptation of IT systems worldwide to support process-focus assessment. To this end, the study presents four cases from Australia, Singapore, the U.S.A., and Korea to inform educational policy and technology researchers and practitioners. Based on comparing the four chosen cases as benchmarks, the study concluded that IT systems and technologies can expedite and improve school interventions to enhance student learning in terms of time and quality. Also, educational big data and learning analytics can be used to systematically monitor and communicate individual student's progress among school stakeholders (i.e., teachers, students, parents, and administrators). Lastly, the study made some suggestions to support process-focused assessment in schools as following : 1) A more evidence-based, systems approach is needed to integrate the curriculum, instruction, and assessment to bridge the gap between educational policy and school practice; 2) It is critical to create ICT-friendly school environments so that meaningful data could be collected, analyzed, and stored from individual students and school units; 3) Teacher professional development is another area that needs special considerations and support to successfully implement process-focused assessment in schools.

Design and performance validation of a wireless sensing unit for structural monitoring applications

  • Lynch, Jerome Peter;Law, Kincho H.;Kiremidjian, Anne S.;Carryer, Ed;Farrar, Charles R.;Sohn, Hoon;Allen, David W.;Nadler, Brett;Wait, Jeannette R.
    • Structural Engineering and Mechanics
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    • 제17권3_4호
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    • pp.393-408
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    • 2004
  • There exists a clear need to monitor the performance of civil structures over their operational lives. Current commercial monitoring systems suffer from various technological and economic limitations that prevent their widespread adoption. The wires used to route measurements from system sensors to the centralized data server represent one of the greatest limitations since they are physically vulnerable and expensive from an installation and maintenance standpoint. In lieu of cables, the introduction of low-cost wireless communications is proposed. The result is the design of a prototype wireless sensing unit that can serve as the fundamental building block of wireless modular monitoring systems (WiMMS). An additional feature of the wireless sensing unit is the incorporation of computational power in the form of state-of-art microcontrollers. The prototype unit is validated with a series of laboratory and field tests. The Alamosa Canyon Bridge is employed to serve as a full-scale benchmark structure to validate the performance of the wireless sensing unit in the field. A traditional cable-based monitoring system is installed in parallel with the wireless sensing units for performance comparison.

전부도재교의치의 코어재료에 따른 파절강도 관찰 (Observation of Fracture Strengths According to the Core Materials for All Ceramic Bridge)

  • 정인성;김치영
    • 대한치과기공학회지
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    • 제32권4호
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    • pp.351-356
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    • 2010
  • Purpose: The purpose of this study was to evaluate the fracture strength between the core and veneering ceramic according to 2 core materials, In-Ceram Alumina and In-Ceram Zirconia, fabricated by electro ceramic layering technique. 2 different fixed partial denture cores of three units were veneered by veneering ceramic(Ceranion, Noritake) (n=10). Methods: The fracture strengths between the core and veneering ceramic were measured through the 3 point bending test. The interfaces between the core and veneering ceramic were observed with the X-ray dot mapping of EPMA. Results: The result of fracture strength was observed that IZP group, In-Ceram Zirconia core, had higher fracture strength. IPA group, In-Ceram Alumina core, had fracture strength of 359.9(${\pm}$86.2) N. IZP group, In-Ceram Zirconia core, had fracture strength of 823.2(${\pm}$243.0) N. X-ray dot mapping observation showed that a major element in the core and veneering ceramic of IPA group was alumina and silica, respectively. No binder was observed in interfaces between the core and veneering ceramic, and no ion diffusion or transition was observed between the core and veneering ceramic. However, apparent ion diffusion or transition was observed between the core and veneering ceramic of IZP group.