• Title/Summary/Keyword: Base Frame

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Design of Gas Identification System with Hierarchically Identifiable Rule base using GAS and Rough Sets (유전알고리즘과 러프집합을 이용한 계층적 식별 규칙을 갖는 가스 식별 시스템의 설계)

  • Haibo, Zhao;Bang, Young-Keun;Lee, Chul-Heui
    • Journal of Industrial Technology
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    • v.31 no.B
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    • pp.37-43
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    • 2011
  • In pattern analysis, dimensionality reduction and reasonable identification rule generation are very important parts. This paper performed effectively the dimensionality reduction by grouping the sensors of which the measured patterns are similar each other, where genetic algorithms were used for combination optimization. To identify the gas type, this paper constructed the hierarchically identifiable rule base with two frames by using rough set theory. The first frame is to accept measurement characteristics of each sensor and the other one is to reflect the identification patterns of each group. Thus, the proposed methods was able to accomplish effectively dimensionality reduction as well as accurate gas identification. In simulation, this paper demonstrated the effectiveness of the proposed methods by identifying five types of gases.

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Overstrength factors for SDOF and MDOF systems with soil structure interaction

  • Aydemir, Muberra Eser;Aydemir, Cem
    • Earthquakes and Structures
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    • v.10 no.6
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    • pp.1273-1289
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    • 2016
  • This paper addresses the concept of lateral overstrength; the ratio of actual lateral strength to design base shear force, for both SDOF and MDOF systems considering soil structure interaction. Overstrength factors are obtained with inelastic time history analysis for SDOF systems for period range of 0.1-3.0 s, five different aspect ratios (h/r=1, 2, 3, 4, 5) and five levels of ductility (${\mu}$=2, 3, 4, 5, 6) considering soil structure interaction. Structural overstrength for MDOF systems are obtained with inelastic time history collapse analysis for sample 1, 3, 6, 9, 12 and 15 storey RC frame systems. In analyses, 64 ground motions recorded on different site conditions such as rock, stiff soil, soft soil and very soft soil are used. Also lateral overstrength ratios considering soil structure interaction are compared with those calculated for fixed-base cases.

Synthesis of Ceramic Protective Coatings for Chemical Plant Parts Operated in Hi-temperature and Corrosive/Erosive Environment

  • Son, M.C.;Park, J.R.;Hong, K.T.;Seok, H.K.
    • Corrosion Science and Technology
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    • v.4 no.1
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    • pp.33-38
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    • 2005
  • Some feasibility studies are conducted to produce an advanced ceramic coating, which reveals superior chemical and mechanical strength, on metal base structure used in chemical plant. This advanced coating on metallic frame can replace ceramic delivery pipe and reaction chamber used in chemical plant, which are operated in hi-temperature and corrosive/erosive environment. An dual spraying is adopted to reduce the residual stress in order to increase the coating thickness and the residual stress is estimated by in-situ manner. Then new methodology is tried to form special coating of yttrium aluminum garnet(YAG), which reveals hi-strength and low-creep rates at hi-temperature, superior anti-corrosion property, hi-stability against Alkali-Vapor corrosion, and so on, on iron base structure. To verify the formation of YAG during thermal spraying, XRD(X ray diffraction) technique was used.

Seismic performance of mid-rise steel frames with semi-rigid connections having different moment capacity

  • Bayat, Mohammad;Zahrai, Seyed Mehdi
    • Steel and Composite Structures
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    • v.25 no.1
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    • pp.1-17
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    • 2017
  • Seismic performance of hybrid steel frames defined as mixture of rigid and semi-rigid connections is investigated in this paper. Three frames with 10, 15 and 20 stories are designed with fully rigid connections and then with 4 patterns for semi-rigid connection placement, some of beam to column rigid connections would turn to semi-rigid. Each semi-rigid connection is considered with 4 different moment capacities and all rigid and semi-rigid frames consisting of 51 models are subjected to 5 selected earthquake records for nonlinear analysis. Maximum story drifts, roof acceleration and base shear are extracted for those 5 earthquake records and average values are obtained for each case. Based on numerical results for the proposed hybrid frames, story drifts remain in allowable range and the reductions in the maximum roof acceleration of 22, 29 and 25% and maximum base shear of 33, 31 and 54% occur in those 10, 15 and 20-story frames, respectively.

On the Trajectory Null Scrolls in 3-Dimensional Minkowski Space-Time E13

  • Ersoy, Soley;Tosun, Murat
    • Kyungpook Mathematical Journal
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    • v.48 no.1
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    • pp.81-92
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    • 2008
  • In this paper, the trajectory scroll in 3-dimensional Minkowski space-time $E_1^3$ is given by a firmly connected oriented line moving with Cartan frame along curve. Some theorems and results between curvatures of base curve and distribution parameter of this surface are obtained. Moreover, some theorems and results related to being developable and minimal of this surface are given. And also, some relationships among geodesic curvature, geodesic torsion and the curvatures of base curve of trajectory scroll are found.

DNA Sequence of the phnN Gene for Benzaldehyde Dehydrogenase from Pseudomonas sp. DJ77 and Its Substrate Preference

  • Kim, Seong-Jae;Hwang, Soon-Young;Kim, Young-Chang
    • Journal of Microbiology
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    • v.37 no.4
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    • pp.224-228
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    • 1999
  • Benzaldehyde dehydrogenase (BZDH), an enzyme involved in the degradation of toluene and xylenes, is encoded by the phnN gene of Pseudomonas sp. strain DJ77. We determined the nucleotide sequence of a DNA fragment of 1,803 base pairs which included the phnN gene. The fragment contained an open reading frame of 1,506 base pairs to accommodate th 55 kDa sized enzyme encoding BZDH. The enzyme efficiently oxidized benzaldehyde, salicylaldehyde, m-tolualdehyde and ps-tolualdehyde.

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Seismic response analysis of the structures with lead rubber and friction pendulum isolation bearings (납삽입 적층고무 및 마찰진자형 면진장치 적용 구조물의 지진응답 해석)

  • 허영철
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2000.10a
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    • pp.415-423
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    • 2000
  • In this study, a computer program was developed for the seismic response analysis of the structures with base isolation bearings. On a 6-story steel frame structure isolated by lead rubber bearings and friction pendulum bearings, seismic response analyses using the developed program and commercial program and experiments were carried out. The results were compared one another and discussed.

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Optimal design of robot for inspection and maintenance of pressurizer in the nuclear power plant (원자력발전소 가압기 점검보수 로봇의 최적화 설계)

  • 엄재섭;정승호;김승호
    • 제어로봇시스템학회:학술대회논문집
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    • 1997.10a
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    • pp.1696-1699
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    • 1997
  • The robot mainpulator for inspection of pressurizer in the nuclear power plant has been developed, which consists of four parts : 2 arms, movable gripper, base frame, contorl console. To extract the damaged electric heating rod inside pressurizer, the gripper has been developed using wire lope and self-locking mechanism. for the examination of the structural stability of the robot manipulator, stress analysis is performed by using the ANSYS code.

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Efficient Scalable Video Coding Based on Multiple Reference frame Motion Compensation (다중 레퍼런스 프레임 움직임 보상 기반의 효율적인 스케일러블 동영상 부호화 알고리듬)

  • 김승환;김용관;이상욱
    • Proceedings of the IEEK Conference
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    • 2001.09a
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    • pp.59-63
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    • 2001
  • 기존 스케일러빌러티(scalability) 동영상 부호화 알고리듬 의 문제점을 개선하기 위하여 본 논문에서는 다중 레퍼런스 프레임 방법을 기저 계층(base layer)과 확장 계층(enhancement layer)의 움직임 보상시 사용하여, 부호화 효율 및 드리프트 현상을 현저히 감소시키는 효과를 가져온다. 전산 모의 실험을 통하여 제안 알고리듬은 기존의 H.263+ 알고리듬에 비해 스케일러빌러티 모드를 작동하였을 때와 작동하지 않았을 경우 모두에 대해 더 나은 부호화 효율을 보여 주고, 이전 레퍼런스 확장 계층이 네트웍 사정으로 전송되지 않았을 경우에도 제안하는 알고리듬은 거의 화질의 손실이 없이 복원할 수 있음을 보여준다.

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TDX-10 Time Switch (TDX-10 타임스위치 장치)

  • 강구홍;오돈성;김정식;박권철;이윤상
    • Proceedings of the Korean Institute of Communication Sciences Conference
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    • 1991.10a
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    • pp.137-140
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    • 1991
  • The TDX-10 Time Switch architecture has modularity, high reliability and considerable large switch fabric having separated and both-way 1K time slot interchange switching circuit elements. In this paper, we present key functions, architecture, features and traffic characteristic of TDX-10 Time Switch. And we also describe some basic implementation technologies such as Frame Base Read-Write Separation Method, Multi-Write Method and Read-Write Separation Technique with Dual-port Memory.