• Title/Summary/Keyword: 기초성능

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Development and Basic Performance Characterization of Neutralized Fabric Filter (제전사여과포의 개발 및 기초성능 규명)

  • 박영옥;구철오;임정환;김홍룡;손재익;이영우
    • Journal of Energy Engineering
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    • v.7 no.1
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    • pp.57-64
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    • 1998
  • A neutralized fabric filter of which major raw materials were polyester and stainless steel fibers was developed and its physiochemical properties and basic filter characteristics were investigated. Four finds of dusts generated in the typical domestic industry were used, which were coke dust from a steel manufacturing process, cement dust from a cement manufacturing process, flu ash from a fluidized-bed combustor, and incinerator ash from a waste plastics incinerator. The physicochemical properties of the neutralized fabric filter were analyzed in terms of changes in tensile strength and initial elastic modulus under $SO_2$ and $NO_2$ atmospheres, mean flow pore pressure, bubble point pore diameter, mean flow pore diameter, and pore size distribution. In addition, the pressure drop, dust penetration, and figure of merit for the fabric filter were investigated in a bench-scale filter testing unit. The pressure drop increased as the filtration velocity and dust loading increased, and its increasing shape depended on the type of dust. The dust penetration rapidly decreased as the dust loading increased irrespective of the type of dust. The figures of merit for the fabric filters increased in the early stage of filtration and then showed rapid decreases followed maintaining a constant level.

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Inelastic Analysis of Steel Frame Structures with Viscoelastic Damper (점탄성 감쇠기가 설치된 철골조 건물의 비탄성 해석)

  • 김진구;최현훈
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.13 no.2
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    • pp.271-278
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    • 2000
  • In this study the effect and applicability of viscoelastic dampers on the seismic reinforcement of steel framed structures are investigated in the context of the performance based design approach. The effect of the damper on dissipating the input seismic energy was investigated with a single degree of freedom system. For analysis models a five-story steel frame subjected to gravity load, a ten-story and twenty-story structure subjected to gravity and wind load were designed. The code-specified design spectrums were constructed for each soil type and performance objective, and artificial ground excitation records to be used in the nonlinear time history analysis were generated based on the design spectrums. Inter-story drift was adopted as the primary performance criterion. According to the analysis results, all model structures turned out to satisfy the performance level for most of the soil conditions except for the soft soil(operational level). It was also found that the seismic performance could be greatly enhanced, and the structures were led to behave elastically by installing viscoelastic dampers on appropriate locations.

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Independent Component Analysis Using Fixed Point Algorithm Based on Newton and Secant Method Including Moment (모멘트와 뉴우턴법 및 할선법에 기초한 고정점 알고리즘의 독립성분분석 기법)

  • 민성재;조용현
    • Proceedings of the Korea Multimedia Society Conference
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    • 2002.05c
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    • pp.320-324
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    • 2002
  • 본 연구에서는 모멘트와 뉴우턴법 및 모멘트와 할선법에 각각 기초한 고정점 알고리즘의 신경망 기반 독립성분분석 기법을 제안하였다. 여기서 뉴우턴법과 할선법은 각각 엔트로피에 기초한 목적함수의 근을 구하는 근사화 방법으로 빠른 경신을 위함이고, 모멘트는 근사화에 의한 역혼합행렬의 경신과정에서 발생하는 발진을 줄여 좀 더 빠른 학습을 위함이다. 제안된 기법을 256×256 픽셀(pixel)의 8개 지문영상으로부터 임의의 혼합행렬에 따라 발생되는 영상들을 각각 대상으로 시뮬레이션 한 결과, 모멘트와 할선법에 기초한 알고리즘이 모멘트와 뉴우턴에 기초한 알고리즘보다 우수한 분리성능과 빠른 학습속도가 있음을 확인하였다.

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Effects of Semi-Rigid Connection and Foundation Type on Static Behavior of Plastic Greenhouse (부재 교차부와 기초 조건이 비닐하우스의 정적거동에 미치는 영향)

  • Ryu, Hee-Ryong;Cho, Myeong-Whan;Yu, In-Ho;Lee, Eung-Ho;Woo, Jong-Gyu;Lee, Jae-Young
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2011.04a
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    • pp.61-62
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    • 2011
  • 비닐하우스는 매우 세장한 강관부재들을 교차 결합하여 조립한 철골 구조물의 한 종류이다. 현행 설계기준으로 단동 비닐하우스의 최대 구조성능은 풍하중 40m/s, 설하중 50cm에 달한다. 그러나 설계 단계에서는 부재들의 교차결합 특성 및 부재가 직접 지반에 삽입되는 기초의 특성이 적합하게 반영되지 않는 문제점이 있다. 따라서 가력시험을 통하여 반강접 특성을 갖는 부재 교차부 및 지반삽입기초 조건이 구조물의 거동에 미치는 영향을 분석하였다. 부재 교차부가 강접 조건일 경우와 비교하여 교차부가 반강접일 경우에는 재하지점의 수평강성이 최대 54% 작게 나타났으나 주변 교차절점들에서의 에너지 흡수로 인하여 재하지점과 수평으로 3m 떨어진 지점에서는 반대로 최대 39% 큰 값을 보였다. 지반삽입기초의 경우에는 고정조건과 비교하여 재하지점의 수평강성이 최대 32% 작게 나타났으며, 지점부에서는 기초 조건의 영향으로 최대 26%의 휨강성 증가 효과를 보였다. 부재 교차부와 기초 조건이 구조물의 정적거동에 미치는 영향을 확인하였으나 최대내력과 강성 산정을 통한 구조성능 평가 방법의 개발이 필요할 것으로 판단된다.

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An Experimental Study on the Engineering Properties of Deteriorated Concrete using Recycled Fine Aggregate by Fire Damage (재생잔골재를 활용한 화재피해를 입은 콘크리트의 공학적 특성에 관한 실험적 연구)

  • Kwon, Yung-Jin
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.10 no.1
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    • pp.190-196
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    • 2006
  • In the existed study, a fire outbreak in a reinforced concrete structure looses the organism by the different contraction and expansion of hardened cement pastes and aggregate, and causes cracks by thermal stress, leading to the deterioration of the durability. So accurate diagnosis of deterioration is needed based on mechanism of fire deterioration in general concrete structures. Fundamental information and data on the Properties of concrete exposed to high temperature are necessary for accurate diagnosis of deterioration. Therefore, This study is willing to propose fundamental data for quick and accurate diagnosis of deteriorated concrete structure by fire damage with making variable concrete test specimen, exposing high temperature environment, observing the explosive spalling and examining engineering property.

New Bandwidth Guaranteed Routing Algorithms based on K-Shortest Path Algorithm (K-Shortest Path 알고리즘에 기초한 새로운 대역폭 보장 라우팅 알고리즘)

  • 이준호;이성호
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.28 no.11B
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    • pp.972-984
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    • 2003
  • In this paper, new on-line routing algorithms with a bandwidth constraint are proposed. The proposed algorithms may be used for a dynamic LSP setup in MPLS network. We extend the WSP algorithm, the SWP algorithm and a utilization-based routing algorithm into the proposed algorithms by slightly modified K-shortest loopless path algorithms. The performances such as accepted bandwidth, accepted request number and average path length of the proposed and the previous algorithms are evaluated through extensive simulations. All simulations are conducted under the condition that any node can be an ingress or egress node for a LSP setup. The simulation results show that the proposed algorithms have the good performances in most cases in comparison to the previous algorithms. Under the heavy load condition, the algorithms based on the minimum hop path perform better than any other algorithms.

流體潤滑(II)

  • 김경웅
    • Journal of the KSME
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    • v.24 no.2
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    • pp.115-122
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    • 1984
  • 유체윤활문제를 취급할 때 일반적으로 사용되는 가정과 그 적용한계 및 유체윤활이론의 기초방 정식에 대하여 설명했다. 이번에는 그 기초방정식 즉 레이놀즈방정식을 미끄름베어링에 적용 하여 베어링의 제성능을 구하는 방법에 대해서 기술한다.

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Experimental Study on Evaluation of Rotational Resistance of Multi-Span Greenhouse Foundations (연동비닐하우스 기초의 회전저항성능 평가에 관한 실험적 연구)

  • Lee, Hyunjee;Shin, Jiuk;Kim, Minsun;Choi, Kisun
    • Journal of the Korean GEO-environmental Society
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    • v.19 no.9
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    • pp.5-12
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    • 2018
  • The foundation of the multi-span greenhouse structures is designed with small shallow concrete foundation considering mainly the vertical load. However, recently, due to an abnormal climate such as strong wind, horizontal load and up-lift load over design strength are applied to the foundation, causing safety problems of the greenhouse foundation. In order to reasonably evaluate the safety of greenhouse foundations, rotational and pullout stiffness expressed by the ground-foundation interaction should be evaluated, which also affects the safety of the upper structural members. In this study, three representative basic foundation types were selected by classifying greenhouse standards in Korea according to the shape, and the horizontal loading tests and theoretical calculation were performed for each foundation type. As a result of the comparison and analysis of the test and calculation, it was found that rotational resistance of the foundation is different according to the ratio of the contact area between the foundation and ground when the conditions of the foundation - ground contact surface and the mechanical properties of the ground are the same.

A Fuzzy Technique-based Web Server Performance Improvement Using a Load Balancing Mechanism (퍼지기법에 기초한 로드분배 방식에 의한 웹서버 성능향상)

  • Park, Bum-Joo;Park, Kie-Jin;Kang, Myeong-Koo;Kim, Sung-Soo
    • Journal of KIISE:Computer Systems and Theory
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    • v.35 no.3
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    • pp.111-119
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    • 2008
  • This paper combines fuzzy concepts with an existing dynamic performance isolation technique in order to improve the response time performance of a Web server supporting differentiated services. A load balancing mechanism based on the fuzzy control technique is developed in such a way that ambiguous situations caused by workload estimation of cluster-based Web servers, client request rates, and dynamic request rates can be represented in an effective way. In addition, we verify that the fuzzy-based performance isolation technique improves the performance and robustness of differentiated service systems efficiently through comparing 95-percentile of response time between the fuzzy-based Performance isolation technique and the existing one, which do not use the fuzzy concept.

단시간 스펙트럼에 기초한 주파수특성을 고려한 잡음차감 기법

  • Choe, Jae-Seung
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2015.10a
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    • pp.824-826
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    • 2015
  • 최근 음성인식 시스템의 성능 향상은 많이 개선되었지만 아직도 잡음과 같은 문제로 인하여 문제점이 나타나고 있다. 음성인식 시스템에 있어서의 잡음 문제를 해결함으로써 인식 성능을 향상할 목적으로 본 논문에서는 단시간 스펙트럼에 기초한 주파수특성을 고려한 위너필터를 사용한 잡음 차감 알고리즘을 제안한다. 제안한 알고리즘은 먼저 각 프레임에서 문턱값을 검출한 후에 비묵음 구간과 묵음 구간을 식별한다. 각 프레임에 대해서 비묵음 구간에서는 위너필터법에 의한 잡음 차감법을 실시하며, 묵음 구간에 대해서는 일반적인 잡음 차감법을 적용한다.

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