• 제목/요약/키워드: normal connection

검색결과 260건 처리시간 0.023초

기둥-슬래브 접합부의 구조거동에 관한 수치해석 (Numerical Analysis on Structural Behavior of Column-Slab Connection)

  • 이주하;임광모;이병수
    • 콘크리트학회논문집
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    • 제29권1호
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    • pp.77-84
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    • 2017
  • 본 연구에서는 고강도 콘크리트 기둥-일반강도 콘크리트 슬래브 접합부의 구속도, 형상비 (h/c), 강도비 ($f^{\prime}_{cc}/f_{cs}$)에 따른 구조거동 분석하였다. 유한요소해석 프로그램을 통해 해석적 연구가 수행되었으며, 해석 방법의 검증을 위하여 기존의 구조 실험과 동일한 조건의 해석 부재를 제작하여 결과를 비교하였다. 부재의 종류는 내부기둥, 외부기둥, 모서리기둥, 독립기둥으로 분류하였으며 내부기둥에서 가장 높은 극한강도를 보였다. 또한 형상비가 증가할수록 접합부에 작용하는 축방향 응력이 작게 나타났으며 강도비가 증가할수록 부재의 극한강도가 상승하였으나 1.83이후로는 뚜렷한 강도 증진을 나타내지 않았다.

DENTIS 내부연결형 서브머지드 임플란트에서 지대주 선택에 따른 성공률의 후향적 연구 (A retrospective randomized study of success rates according to abutment selection in DENTIS submerged implant with an internal hex connection)

  • 김은희;이정은;황희성;김철훈;김정한;김복주
    • 대한치과의사협회지
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    • 제56권11호
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    • pp.605-614
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    • 2018
  • PURPOSE. The purpose of this study is to determine the efficacy of the DENTIS submerged-type implant with an internal hex connection and to build corresponding abutment-selection criteria. MATERIAL AND METHODS. A total of 204 patients received submerged implant fixtures with an internal hex connection at the Dong-A University Hospital Dental clinic in Busan from January 2013 and May 2016. Three specific abutments, UCLA abutments, customized abutments, ready-made abutments, were randomly selected. Implant success was defined as the basis of the International Congress of Oral Implantologists(ICOI, 2007) criteria. The relationship between the implant success rate and the abutment factor was analyzed using the Kruskal-Wallis test(P<.05). RESULTS. A total of 508 implants were placed in 204 patients. After a mean observation period of 38.6 months, 493 out of 508 implants were in normal function, yielding an overall success rate of 97.05%. A total of 15 implants failed: 10 in the maxillary molar area, 4 in the mandibular molar area, and 1 in the mandibular incisal area. All of the implant failures occurred in a single-implant prosthesis, especially high in the maxillary molar area. The Kruskal-Wallis analysis showed that abutment selection has no significant correlation with implant failure(P>.05). CONCLUSION. DENTIS submerged implants with an internal hex connection showed predictable results with a success rate of 97.05%. It is no influence on the success rate in the selection of submerged implant abutment with an internal hex connection.

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역정규 손실함수를 이용한 공정능력지수에 관한 연구 (A Study on Process Capability Index using Reflected Normal Loss Function)

  • 정영배;문혜진
    • 품질경영학회지
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    • 제30권3호
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    • pp.66-78
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    • 2002
  • Process capability indices are being used as indicators for measurements of process capability for SPC of quality assurance system in industries. In view of the enhancement of customer satisfaction, process capability indices in which loss functions are used to deal with the economic loss In the processes deviated from the target, are in an adequate representation of the customer's perception of quality In this connection, the loss function has become increasingly important in quality assurance. Taguchi uses a modified form of the quadratic loss function to demonstrate the need to consider the proximity to the target while assessing its quality. But this traditional quadratic loss function is inadequate to assessing the quality and quality improvement since different processes have different sets of economic consequences on the manufacturing, Thereby, a flexible approach to the development of the loss function needs to be desired. In this paper, we introduce an easily understood loss function, based on reflection of probability density function of the normal distribution. That is, the Reflected Normal Loss function can be adapted to an asymmetric loss as well as to a symmetric loss around the target. We propose that, instead of the process variation, a new capability index, CpI using the Reflected Normal Loss Function that can accurately reflect the losses associated with the process and a new capability index CpI Is compared with the classical indices as $C_{p}$ , $C_{pk}$, $C_{pm}$ and $C_{pm}$ $^{+}$.>.+/./.

종단간의 유사 연결 패턴을 갖는 정상 서버 활동과 공격의 구분 및 탐지 방법 (A Method for Detection and Classification of Normal Server Activities and Attacks Composed of Similar Connection Patterns)

  • 장범환
    • 정보보호학회논문지
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    • 제22권6호
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    • pp.1315-1324
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    • 2012
  • 보안 이벤트 시각화 기법은 기존의 시각화 기술을 네트워크 보안 분야에 적용한 형태로써 네트워크 보안과 관련있는 이벤트를 사용하여 네트워크의 트래픽 흐름과 보안 상황을 쉽고 빠르게 분석 및 탐지하는 기술이다. 특히 종단간의 연결 이벤트인 세션을 시각화하여 네트워크 이상 상황을 탐지하는 기술은 상대적으로 패킷 감시 기법에서 발생하는 오버헤드를 줄일 수 있고 알려지지 않은 공격 패턴들은 쉽게 탐지할 수 있어서 좋은 해결책이 되고 있다. 하지만, 서버들의 정상 활동과 네트워크 공격이 종단간의 유사한 연결 패턴을 가질 경우 세션 기반의 시각화 기법들은 공격 상황과 정상 상황을 구분하는 기능이 매우 취약하다. 따라서 본 논문에서는 세션 기반 시각화 기법에서 서버들의 정상 활동과 네트워크 공격 상황을 상세하게 구분할 수 있는 IP 주소 분할 표시 분석 방법 및 포트 특성 분석 방법을 제안하고자 한다. 제안하는 세션 기반의 공격 시각화 탐지 방법은 다른 공격 탐지 방법들과는 의존성이 없기 때문에 기존의 다양한 네트워크 공격 분석 및 탐지에 활용될 수 있고, 또한 네트워크 관리자에게는 현재 네트워크에서 발생되는 보안 위협을 보다 빠르게 판단할 수 있도록 도움을 준다.

Use of UHPC slab for continuous composite steel-concrete girders

  • Sharif, Alfarabi M.;Assi, Nizar A.;Al-Osta, Mohammed A.
    • Steel and Composite Structures
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    • 제34권3호
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    • pp.321-332
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    • 2020
  • The loss of composite action at the hogging moment zone for a continuous composite girder reduces the girder stiffness and strength. This paper presents an experimental investigation of the use of an ultra-high performance concrete (UHPC) slab at the hogging moment zone and a normal concrete (NC) slab at the sagging moment zone. The testing was conducted to verify the level of loading at which composite action is maintained at the hogging moment zone. Four two-span continuous composite girders were tested. The thickness of the UHPC varied between a half and a full depth of slab. The degree of shear connection at the hogging moment zone varied between full and partial. The experimental results confirmed the effectiveness of the UHPC slab to enhance the girder stiffness and maintain the composite action at the hogging moment zone at a load level much higher than the upper service load limit. To a lesser degree enhanced performance was also noted for the smaller thickness of the UHPC slab and partial shear connection at the hogging moment zone. Plastic analysis was conducted to evaluate the ultimate capacity of the girder which yielded a conservative estimation. Finite element (FE) modeling evaluated the girder performance numerically and yielded satisfactory results. The results indicated that composite action at the hogging moment zone is maintained for the degree of shear connection taken as 50% of the full composite action and use of UHPC as half depth of slab thickness.

수학적 유망성 신장을 위한 학교와 가정을 연계한 프로그램 개발 (Development Connecting Program to help to study in School and in Home for Increase of Mathematically Promising)

  • 남승인
    • 한국수학교육학회지시리즈E:수학교육논문집
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    • 제21권1호
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    • pp.1-17
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    • 2007
  • 우리 주변에는 수학영재 교육 수혜자는 아니지만 수학적으로 유망성이 있는 학생들이 많이 있다. 이들의 수학 유망성을 계발 신장시키기 위해서는 정규교육과정과 차별화된 학습 프로그램과 교육의 기회를 제공하는 것이 바람직하지만 현실적으로 한계가 있다. 학교교육과 가정교육은 상호보완적인 관계를 가질 경우 교육의 효과는 상승한다고 볼 때, 학교와 가정을 연계한 개별학습 프로그램과 집단학습 프로그램을 제공하는 것은 수학 유망성을 신장시키는데 기여하리라 생각한다. 따라서 본고에서는 수학적 유망성이 있는 학생들을 위해 학교와 가정을 연계한 통합 연결형 학습 프로그램의 개발과 그 활용 방안에 대해서 살펴보고자 한다.

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상가건물 소방용 연결송수관설비 송수구의 개선방안에 관한 연구 (A Study on the Improvement Method of the Fire Department Connection for Fire Fighting at the Shopping Center Building)

  • 이영삼
    • 대한안전경영과학회지
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    • 제18권4호
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    • pp.11-17
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    • 2016
  • Currently, the number of a shopping center building is increasing because most people want to go a shopping center building easily for buying many things and eating some foods. That are a normal trend these days. However, the increasing number of shopping center buildings has been increasing the number of shopping center building fires which also have been making social problems. Therefore, this study was conducted for the fire department connection among other fire facilities because it is important for fire suppression. The research subject is on the fire department connections that are on 70 shopping center buildings of more than 5 years old constructed. Survey and analysis were conducted for 70 fire department connections. The result of this study is that all installed fire department connections have a type that includes one or two holes each at 65mm wide, and the average distance between fire department connections and access roads is 4.85m. The total average percentage of insufficiency conditions such as drive ways for fire trucks, visibility, accessibility, pressure range sign, installed height, cover of the hole, etc. is 45.3%. So improvement of law and systems, that are fire facility construction and maintenance implementations, will be needed in my opinion.

풍력발전기 타워 및 기초 취약부 건전성 모니터링 시스템 개발 (Development of a Health Monitoring System for Critical Parts of Wind Turbine Towers and Foundation Structures)

  • 정재훈;김문옥;박종호;정석용
    • 풍력에너지저널
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    • 제15권2호
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    • pp.23-36
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    • 2024
  • In this study, a health monitoring system was developed for the two most vulnerable parts of a wind tower support structure: the connection between steel towers (L-Flange) and the concrete foundation-steel tower connection. To select assessment parameters for health monitoring, detailed FEM analysis was conducted using the ABAQUS program. Additionally, a testbed was established near the Jeju Woljeongri wind turbine farm to evaluate the applicability of measurement data by installing sensors. Through computational analysis and relevant criteria review, we defined limits for measurement parameters by vulnerable section. We categorized the structural safety evaluation into four stages: normal, caution, warning, and danger, and selected management criteria for each stage. From this, an algorithm to evaluate safety was developed, and a visualized monitoring platform based on the established critical parts monitoring system was developed.

$L^2$-transverse fields preserving the transverse ricci field of a foliation

  • Pak, Jin-Suk;Shin, Yang-Jae;Yoo, Hwal-Lan
    • 대한수학회지
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    • 제32권1호
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    • pp.51-60
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    • 1995
  • Let $(M,g_M,F)$ be a (p+q)-dimensional connected Riemannian manifold with a foliation $F$ of codimension q and a complete bundle-like metric $g_M$ with respect to $F$. Let $Ric_D$ be the transverse Ricci field of $F$ with respect to the transverse Riemannian connection D which is a torsion-free and $g_Q$-metrical connection on the normal bundle Q of $F$. We consider transverse confomal (or, projective) fields of $F$. It is clear that a tranverse Killing field s of $F$ preserves the transverse Ricci field of $F$, that is, $\Theta(s)Ric_D = 0$, where $\Theta(s)$ denotes the transverse Lie differentiation with respect to s.

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두 개의 자속경로를 갖는 직렬연결형 초전도한류기의 이중 피크전류제한 특성 (Double Peak Current Limiting Properties of Series Connection-Type SFCL with Two Magnetic Paths)

  • 고석철;한태희;임성훈
    • 조명전기설비학회논문지
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    • 제28권7호
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    • pp.62-68
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    • 2014
  • We proposed a series connection-type superconducting fault current limiter(SFCL) using E-I core that can prevent the internal magnetic flux generation of cores during normal operation, and prevent the saturation of cores due to a sudden magnetic flux generation at the initial stage of fault occurrence while limiting the peak current. Through a short-circuit simulation experiment, we analyzed the operating status of the two superconducting elements and limiting characteristics according to the size of the fault current peak before and after the failure. Further, the double peak current limiting characteristics according to the winding directions as well as the current and the voltage of each coil were compared and analyzed.