• 제목/요약/키워드: unit solution

검색결과 1,042건 처리시간 0.031초

Interdisciplinary rehabilitation of a root-fractured maxillary central incisor: A 12-year follow-up case report

  • Bonetti, Giulio Alessandri;Parenti, Serena Incerti;Ciocci, Maurizio;Checchi, Luigi
    • 대한치과교정학회지
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    • 제44권4호
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    • pp.217-225
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    • 2014
  • Single-tooth implantation has become a common treatment solution for replacement of a root-fractured maxillary incisor in adults, but the long-term esthetic results can be unfavorable due to progressive marginal bone loss, resulting in gingival recession. In this case report, a maxillary central incisor with a root fracture in its apical one-third was orthodontically extruded and extracted in a 21-year-old female. Implant surgery was performed after a 3-month healing period, and the final crown was placed about 12 months after extraction. After 12 years, favorable osseous and gingival architectures were visible with adequate bone height and thickness at the buccal cortical plate, and no gingival recession was seen around the implant-supported crown. Although modern dentistry has been shifting toward simplified, clinical procedures and shorter treatment times, both general dentists and orthodontists should be aware of the possible long-term esthetic advantages of orthodontic extrusion of hopelessly fractured teeth for highly esthetically demanding areas and should educate and motivate patients regarding the choice of this treatment solution, if necessary.

이상화구조요소법에 의한 골조구조물의 최종강도해석에 관한 연구 (Ultimate Strength Analysis of Framed Structures Using Idealized Structural Unit Method)

  • 백점기;임화규
    • 전산구조공학
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    • 제4권1호
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    • pp.83-94
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    • 1991
  • 본 연구에서는 이상화구조요소법을 적용하여 골조구조물의 비선형해석을 높은정도로서 짧은 계산시간에 수행할 수 있는 해석이론과 컴퓨터프로그램을 개발하였다. 이를 위해 골조구조물을 구성하는 보-기둥(Beam-Column)부재에 대한 이상화구조요소를 부재에 존재하는 초기결함의 영향도 고려하여 정식화한다. 요소의 접선탄성강성행렬은 에너지원리를 적용하여 명시적인 형태로 도출하며, 최종강도조건은 요소에 소성붕괴메카니즘이 형성될때를 기준으로 정식화한다. 또한, 요소의 최종강도후 강성행렬도 근사적인 방법을 이용하여 명시적인 형태로 도출한다. 본해석법의 정도와 유용성은 단위부재 및 골조구조모형에 대한 기존의 실험 및 수치해석결과등과 비교하여 확인한다.

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Nonlinear analyses of steel beams and arches using virtual unit moments and effective rigidity

  • Koubova, Lenka;Janas, Petr;Markopoulos, Alexandros;Krejsa, Martin
    • Steel and Composite Structures
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    • 제33권5호
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    • pp.755-765
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    • 2019
  • This study examined geometric and physical nonlinear analyses of beams and arches specifically from rolled profiles used in mining and underground constructions. These profiles possess the ability to create plastic hinges owing to their robustness. It was assumed that displacements in beams and arches fabricated from these profiles were comparable with the size of the structure. It also considered changes in the shape of a rod cross-section and the nonlinearities of the structure. The analyses were based on virtual unit moments, effective flexural rigidity of used open sections, and a secant method. The use of the approach led to a solution for the "after-critical" condition in which deformation increased with decreases in loads. The solution was derived for static determinate beams and static indeterminate arches. The results were compared with results obtained in other experimental tests and methods.

이진 PSO 알고리즘의 발전기 보수계획문제 적용 (An Application of a Binary PSO Algorithm to the Generator Maintenance Scheduling Problem)

  • 박영수;김진호
    • 전기학회논문지
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    • 제56권8호
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    • pp.1382-1389
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    • 2007
  • This paper presents a new approach for solving the problem of maintenance scheduling of generating units using a binary particle swarm optimization (BPSO). In this paper, we find the optimal solution of the maintenance scheduling of generating units within a specific time horizon using a binary particle swarm optimization algorithm, which is the discrete version of a conventional particle swarm optimization. It is shown that the BPSO method proposed in this paper is effective in obtaining feasible solutions in the maintenance scheduling of generating unit. IEEE reliability test systems(1996) including 32-generators are selected as a sample system for the application of the proposed algorithm. From the result, we can conclude that the BPSO can find the optimal solution of the maintenance scheduling of the generating unit with the desirable degree of accuracy and computation time, compared to other heuristic search algorithm such as genetic algorithms. It is also envisaged that BPSO can be easily implemented for similar optimizations and scheduling problems in power system problems to obtain better solutions and improve convergence performance.

모든 3차 수차를 제거하여 얻은 극자외선 Lithography용 4-반사경 Holosymmetric System(배율=1) (Holosymmetric 4-Mirror Optical System(Unit Maginification) for Deep Ultraviolet Lithography Obtained from the Exact Solution of All Zero Third Order Aberrations)

  • 조영민
    • 한국광학회지
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    • 제4권3호
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    • pp.252-259
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    • 1993
  • 극자외선 과장을 사용하는 micro-lithography를 위해 등배율을 갖는 4-반사경 holosymmetric system을 설계하였다. Holosymmetric system에서는 모든 차수의 코마와 왜곡수차가 영이 된다. 이 원리를 4-구명경계에 적용하여 등배율을 갖고 5개의 3차 수차가 모두 제거된 4-구면 반사경 holosymmetric system에 대해 유일한 해를 완전히 해석적인 표현으로 구하였다. 이 4-구면경계에 남아있는 고차 수차들을 보정하기 위해 holosymmetric 성질을 유지하면서 비구면을 채용하였고 그결과 개구수 0.33과 image field diameter 7.6mm 이내에서 극자외선 파장 $0.248{\mu}m$(KrF 엑시머 레이저 빔)에 대해 거의 회절한계의 수차성능을 갖는 비구면 4-반사경 holosymmetric system를 얻었다.

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기저유출을 고려한 비점오염 유출특성 분석과 원단위 검증에 관한 연구 (A Study on the Analysis of Non-point Source Runoff Characteristics and Verification of Unit Pollutant Load Considering Baseflow Runoff)

  • 박재범;갈병석;이철구;홍선화;최무진
    • 한국습지학회지
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    • 제19권3호
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    • pp.279-286
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    • 2017
  • 본 연구에서는 기저유출을 고려한 관측 자료 기반 오염부하량을 이용하여 비점오염 유출특성과 신규 원단위의 활용 가능성을 검토하였다. 이를 위해 금강 수계 주원천 유역의 9개 강우사상을 대상으로 디지털 필터 기법을 이용하여 유출성분을 분리하고 수치적분법을 적용하여 비점오염부하량을 산정하였다. 연구결과 비점오염 평균 기여율은 BOD 31.34%, T-N 58.94%, T-P 50.42%로 BOD의 경우 기저유출의 영향이 큰 것으로 분석되었다. 또한, 신 원단위를 적용한 오염부하량이 구 원단위를 적용한 경우에 비해 관측부하량에 근접하는 것으로 분석되었다. 이러한 결과는 효율적인 유역의 수질관리를 위해서는 직접유출에 따른 오염부하뿐만 아니라 기저유출에 따른 오염부하 관리도 필요함을 의미한다.

A Note on Periodic Replacement with Minimal Repair at Failure

  • Park, Young Taek
    • 품질경영학회지
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    • 제12권2호
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    • pp.2-5
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    • 1984
  • 고장시 응급수리(應急修理)가 가능한 부품(部品)의 정기교환정책(政期交換政策)을 예비품(豫備品)의 다량확보가 가능한 경우로 확장하였다. 최적대치기간(最適代置期間)들은 재고유지비(在庫維持費) 때문에 증가수열(增加數列)을 이루었고, 이로부터 최적(最適) l회 예비품(豫備品) 발주량(發注量) 및 최적(最適) 대치기간(代置期間)들을 구할 수 있었다. 각(各) 부품(部品)의 대치기간(代置期間)을 같게 두면 문제가 간단해 지면서도 최소비용(最小費用)에는 별 차(差)가 없었다.

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M&S를 이용한 사격통제 시스템의 설계검증 및 성능분석에 관한 연구 (The performance analysis and design verification about the fire control system using Modeling and Simulation)

  • 윤동식;김천환;임영택;배윤지
    • 시스템엔지니어링학술지
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    • 제5권1호
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    • pp.1-6
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    • 2009
  • Gun fire solution computed in ballistic computing unit (BCU) needs to evaluated before applying in real fire. In this paper, ballistic performance analysis method is studied for reasonable prediction or hit probability with ballistics error presentation on hitting plane. Also Gun fire solution using interacting multiple model (IMM) algorithm is analyzed through proposed method.

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작업처리능력 제약하에서 자동창고 건설비용 최소화를 위한 연구 (A Solution Procedure for Minimizing AS/RS Construction Costs under Throughput Rate Requirement Constraint)

  • 나윤균;이동하;오근태
    • 산업경영시스템학회지
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    • 제25권4호
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    • pp.40-45
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    • 2002
  • An AS/RS construction cost minimization model under throughput rate requirement constraint has been developed, whose objective function includes S/R machine cost, storage rack cost, and interrace conveyor cost. S/R machine cost is a function of the storage rack height, the unit load weight, and the control logic used by the system, while storage rack cost is a function of the storage rack height, the weight and the volume of the unit load. Since the model is a nonlinear integer programming problem which is very hard to solve exactly with large problem size, a solution procedure is developed to determine the height and the length of the storage rack with a fixed number of S/R machines, while increasing the number of S/R machines one by one to meet the throughput rate requirement.

경화 콘크리트의 단위 시멘트량 추정 방법에 관한 기초적 연구 (A Fundamental Study on the Estimation of Unit Cement Content in Hardened Concrete (Test Method by Sodium Gluconate))

  • 김광서;유영호;박도경
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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    • pp.24-29
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    • 1996
  • The purpose of this study is to propose new estimation method of unit cement content in hardened concrete. In general, the quantity of cement in hardened concrete is tested by hydrochlonic acid dissolving cement paste, however, hydrochloric acid dissolves sea shell contained in sea sand and lime stone in concrete. Therefore, the tested cement content is apt to estimate greater than actual cement content. The sodium gluconate solution dissolves only cement in concrete, it is hard to dissolve sea shell and lime stone as CaCo3. The effects of the quantity, concentration and temperature of sodium gluconate solution, the ignition temperature, the ignition loss of cement on the cement content and the percentage of dissolution of cement were investigated to establish a test method. From the results of these tests, the fundamental test method for cement content of hardened concrete by sodium gluconate is proposed.

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