• Title/Summary/Keyword: Wall paper

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Extraction of S-Parameters for a Slot Unit on the Post-Wall Waveguide from Measured Data

  • Lee, Jae-Ho;Park, Jung-Yong
    • Journal of electromagnetic engineering and science
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    • v.12 no.1
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    • pp.122-127
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    • 2012
  • Post-wall waveguide structures have attracted a great deal of attention for micro- and millimeter-wave applications. One of the waveguide’s applications is a slotted waveguide array. In order to design the slotted array, the characteristics of a slot unit alone on the post-wall waveguide should be investigated. In this paper, a method for extracting the S-parameters of a unit slot is proposed. This simple method requires only two kinds of waveguides: waveguides without a slot unit and waveguides with a slot unit. Three kinds of slot units are fabricated, and the extracted results show a high level of agreement with predicted (simulated) results. With this method, the equivalent slot length can also be found.

Nonlinear FEM Analysis for Strength Characteristics of L-shaped Walls with Different Load-directions (가력방향이 다른 L형 벽체의 내력특성 평가를 위한 비선형 FEM 해석)

  • 조남선;하상수;최창식;오영훈;이리형
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.05a
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    • pp.443-448
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    • 2002
  • The cross sections of structural walls have various shapes such as T, L, and H-shaped. The L-shaped walls frequently appear in the comer of the structural plans. There are a little researches on the structural performance of L-shaped walls subjected to hi-directional loads. L-shaped wall subjected to hi-directional loads might be failed due to high compressive stress in the corner of the wall. L-shaped wall subjected to bi-directional(45$^{\circ}$ direction) loads was failed by the compressive failure more possible than that of one-directional(0$^{\circ}$ direction) loads. Therefore, in this paper, Two L-shaped wall specimens are chosen and presented. One is LCU specimen subjected to the bi-directional loads, the other is LCX specimen subjected to the one-directional loads. Also, the experimental results compared with the analytical results from nonlinear FEM analysis.

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A Study of the Wall Environmental Design at Subway Station -For the Focus on Pusan Subway Station- (지하철역의 벽면 환경디자인에 관한 연구 -부산 지하철역을 중심으로-)

  • 박시환;장경수
    • Korean Institute of Interior Design Journal
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    • no.10
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    • pp.28-33
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    • 1997
  • The primary purpose of this thesis is to offer users for the better surroundings in planning subway wall design through analyzing the Wall Environmental Design at Subway Statiov. As the urban circumstances were developed by the economic growth, the new city plan, re-development evoked the radical changes in the urban circumstances. In processing the industrialization and urban surroundings. This range has enlargened and provided the localism, the function, the purpose with the visual informations. The method of this paper was the spot survey simultaneously the photographing of the mould's size. theme, colour, material, compossitiov. In conclusion, concerning about the artificial and subterranean space, the Wall Environmental Design at Subway Station needs more practial approach in the using the space.

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A Self-contained Wall Climbing Robot with Closed Link Mechanism

  • Park, Hyoukryeol;Park, Jaejun;Taehun Kang
    • Journal of Mechanical Science and Technology
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    • v.18 no.4
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    • pp.573-581
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    • 2004
  • A self-contained wall climbing robot, called MRWALLSPECT (Multi-functional Robot for WALL inSPECTion) II, is developed. It is designed for scanning external surfaces of gas or oil tanks with small curvature in order to find defects. The robot contains all the components for navigation in itself without any external tether cable. Although it takes the basic structure of the sliding body mechanism, the robot has its original characteristic features in the kinematic design with closed link mechanism, which is enabled by adopting a simple and robust gait pattern mimicking a biological system. By employing the proposed link mechanism, the number of actuators is reduced and high force-to-weight ratio is achieved. This paper describes its mechanism design and the overall features including hardware and software components. Also, the preliminary results of experiments are given for evaluating its performances.

A Modelling of Structural Excitation Forces Due to Wall Pressure Fluctuations in a Turbulent Boundary Layer (난류 경계층 내 벽면 변동 압력의 구조 기진력 모델링)

  • 홍진숙;신구균;김상윤
    • Journal of KSNVE
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    • v.11 no.2
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    • pp.226-233
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    • 2001
  • It is essential to analyze structural vibrations due to turbulent wall pressure fluctuations over a body surface which moves through a fluid, because the vibrations can be a severe source of noise affecting to passengers in airplanes and SONAR performance. Generally, this kind of problems have been solved for very simplified models, e.g. plates, which can be applied to the wavenumber domain analysis. In this paper, a finite element modeling of the walt pressure fluctuations is investigated, which can be applied to those over arbitrary smooth surfaces. It is found that the modeled wall pressure fluctuation at nodes becomes uncorrelated at higher frequencies and at lower flow speeds, and the response is over-estimated due to the aliased power. Then the frequency range available for uncorrelated loading model and two power correction schemes are presented.

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A Study on Fuel Transport Characteristics in a Port Fuel Injected Sl Engine during Transient Condition (흡기포트 분사방식의 가솔린 엔진에서 급가속시 연료 거동에 관한 연구)

  • 황승환;조용석;이종화
    • Transactions of the Korean Society of Automotive Engineers
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    • v.11 no.3
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    • pp.20-27
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    • 2003
  • In this paper, the fuel transport characteristics during transient condition was studied by using a Fast Response Flame Ionization Detector(FRFID). The quantitative measurement method for the inducted fuel mass into cylinder is studied. The inducted fuel mass into the cylinder was estimated by using calculated air-fuel ratio by hydrocarbon concentration of cylinder and air flow model. In order to estimate the transportation of injected fuel from the intake port into cylinder, the wall wetting fuel model was used. The two coefficient $\alpha$,$\beta$) of the wall-wetting fuel model was determined from the measured fuel mass that was inducted into the cylinder at the first cycle after injection cut-off To reduce an air/fuel ratio fluctuation during rapid throttle opening, the appropriate fuel injection rate was obtain from the wall wetting model with empirical coefficients. Result of air/fuel ratio control, air/fuel excursion was reduced.

A Water-Wall Model of Supercritical Once-Through Boilers Using Lumped Parameter Method

  • Go, Geon;Moon, Un-Chul
    • Journal of Electrical Engineering and Technology
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    • v.9 no.6
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    • pp.1900-1908
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    • 2014
  • This paper establishes a compact and practical model for a water-wall system comprising supercritical once-through boilers, which can be used for automatic control or simple analysis of the entire boiler-turbine system. Input and output variables of the water-wall system are defined, and balance equations are applied using a lumped parameter method. For practical purposes, the dynamic equations are developed with respect to pressure and temperature instead of density and internal energy. A comparison with results obtained using APESS, a practical thermal power plant simulator developed by Doosan Heavy Industries and Construction, is presented with respect to steady state and transient responses.

Method and Application for Reliability Analysis of Measurement Data in Nuclear Power Plant (원전 배관의 두께 측정 데이터에 대한 신뢰도 분석 방법 및 적용)

  • Yun, Hun;Hwang, Kyeongmo;Lee, Hyoseoung;Moon, Seungjae
    • Corrosion Science and Technology
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    • v.14 no.1
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    • pp.33-39
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    • 2015
  • Pipe wall-thinning by flow-accelerated corrosion and various types of erosion is significant damage in secondary system piping of nuclear power plants(NPPs). All NPPs in Korea have management programs to ensure pipe integrity from degradation mechanisms. Ultrasonic test(UT) is widely used for pipe wall thickness measurement. Numerous UT measurements have been performed during scheduled outages. Wall-thinning rates are determined conservatively according to several evaluation methods developed by Electric Power Research Institute(EPRI). The issue of reliability caused by measurement error should be considered in the process of evaluation. The reliability analysis method was developed for single and multiple measurement data in the previous researches. This paper describes the application results of reliability analysis method to real measurement data during scheduled outage and proved its benefits.

A Study on the Estimation of Adhesive Stability According to Organic Inorganic Mixed Tile Bond Type for Application of Polishing Tile to Dry Wall System (건식벽체에 폴리싱타일을 적용하기 위한 유기.무기질 혼합계 타일접착제 종류에 따른 부착안정성 평가 연구)

  • 유재강;박성규;배기선;오상근
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2001.11a
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    • pp.8-13
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    • 2001
  • In recently, polishing tile(porcelain homogeneous polished tile) was used in the construction field as a finishing material. But, there happened some problems such as tile exfoliation by construction condition in early ages. Also, in the dry wall system which used to lightweight wall, for use of polishing tile on dry wall, the examination of adhesive stability of polishing tile is needed. In this Paper, adhesive strength of Polishing tile was investigated by tile bond types on gypsum board and non asbestos board coated by tar-urethane and polymer modified cementitious waterproofing membrane(Series I). Then, the effect of heat stress and vibration was estimated on gypsum and non asbestos board(Series II).

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A Nonlinear Finite Element Analysis to Reinforced Concrete Frame Retrofitted with Cast-In Plate Infilled Shear Wall (현장끼움벽으로 보강된 철근콘크리트 골조의 비선형 유한요소해석)

  • Han Min Ki;Lee Hye Yeon;Kim Hyo Jin;Lee Kab Weon;Choi Chang Sik;Yun Hyun Do
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.11a
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    • pp.73-76
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    • 2005
  • This paper discussed finite element method(FEM) models of the reinforced concrete frame retrofitted with cast-in plate infilled shear wall and analysed under constant axial and monotonic lateral load using ABAQUS. Detailed finite element models are created by studying the monotonic load response of the designed connection of reinforced concrete frame and cast-in plate infilled shear wall. The developed models account for the effect of material inelasticity, concrete cracking, geometric nonlinearity and bond-slip of steel, frame and infilled shear wall. In order to verify the proposed FEM, this study behaved analysis considered a diagonal reinforced steel. The analytical results compared with the experimental results.

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