• Title/Summary/Keyword: 등분

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Influence of Moving Masses on Dynamic Behavior of Cantilever Pipe Subjected to Uniformly Distributed Tangential Follower Forces (이동질량과 등분포접선종동력이 외팔보의 동특성에 미치는 영향)

  • 윤한익;김봉균;손인수
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.13 no.6
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    • pp.430-437
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    • 2003
  • A conveying fluid cantilever pipe subjected to a uniformly distributed tangential follower force and three moving masses upon it constitute this vibrational system. The influences of the velocities of moving masses, the distance between two moving masses, and the uniformly distributed tangential follower force have been studied on the dynamic behavior of a cantilever pipe system by numerical method. The uniformly distributed tangential follower force is considered within its critical value of a cantilever pipe without moving masses, and three constant velocities and three constant distances between two moving masses are also chosen. When the moving masses exist on pipe, as the velocity of the moving mass and the distributed tangential follower force Increases. the deflection of cantilever pipe conveying fluid is decreased, respectively Increasing of the velocity of fluid flow makes the amplitude of a cantilever pipe conveying fluid decrease. After the moving mass passed upon the pipe, the tip- displacement of a pipe is influenced by the coupling effect between interval and velocity of moving mass and the potential energy change of a cantilever pipe. Increasing of the moving mass make the frequency of the cantilever pipe conveying fluid decrease.

An Experimental Study on the Fire Behavior of Two-way Void Slab under Standard Fire with Loading condition (표준화재 재하조건 이방향 중공슬래브의 화재거동에 관한 실험적 연구)

  • Kim, Hyung-Jun;Yeo, In-Hwan;Kim, Heung-Youl;Cho, Kyung-Suk;Kim, Jeong-Hyun
    • Proceedings of the Korea Institute of Fire Science and Engineering Conference
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    • 2010.10a
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    • pp.17-20
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    • 2010
  • 기존의 무량판 구조와 동일한 이방향 슬래브구조인 TVS(two-way void slab)공법은 구조적 하중지지 성능이 불필요한 슬래브 단면상의 중앙부 콘크리트를 제거하여 슬래브의 자중을 줄이고 무량판 구조의 단점을 보완하여 장점을 극대화시킨 구조형식이다. 그러나 이러한 장점을 보유한 공법을 현장적용하기 위해서는 내화성능평가를 통해 화재안전성을 확보하여야 하므로, 이에 대한 화재 실증실험을 수행하여 현장적용을 위한 최소 요구내화 시간에 따른 내화성능 확보방안의 도출이 제시되어야 한다. 이에 본 연구에서는 TVS공법의 실제 스팬길이로 슬래브 피복두께에 따른 화재거동 영향성 분석을 위하여 화재실험을 수행하였다. 하중조건은 고정하중과 적재하중을 고려하여 실험체에 등분포 조건으로 사전재하하였으며, 표준화재조건으로 재하가열 실험을 수행하였다. 슬래브의 화재가열 노출면으로부터의 깊이별 온도변화와 처짐변형 특성을 측정하였으며, KS F 2257-1 평가기준에 의거하여 슬래브의 내화성능을 평가하였다. 실험결과 피복두께 50 mm를 확보할 경우, EPS중공체로 제작한 실험체의 경우 약 2시간정도의 내화성능을 확보할 수 있는 것으로 나타났다.

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Fault Detection of Ceramic Imaging using Mininimum Filter (최소값 필터를 이용한 세라믹 영상에서의 결함 영역 검출)

  • Lee, Min-Jung;Nam, Ji-Hyo;Oh, Heung-Min;Kim, Kwang Baek
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2016.10a
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    • pp.511-513
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    • 2016
  • 본 논문에서는 세라믹 영상에서 사람의 눈으로 판단하기 어려운 결함 영역을 검출하기 위해 배경을 제거한 후에 지역 기반 오츠 이진화와 양방향 소벨 마스크를 적용하여 세라믹 영상의 윤곽선을 검출한다. 윤곽선이 검출된 영상을 수평으로 4등분하고, 각각의 영역에서 밝기 값이 변화는 지점을 탐색한다. 탐색된 좌표 중에서 최대 명암도 값을 이용하여 ROI 영역을 추출한다. 결함 영역 검출의 효율성을 높이기 위한 전 단계로 배경을 제거하기 위해 ROI 영역과 최소값 필터가 적용된 ROI 영역 간의 명암도의 차이를 이용하여 배경을 제거한다. 명암도의 차이를 통해 배경이 제거된 ROI 영역에서 개선된 명암 대비 스트레칭 기법을 적용하여 ROI 영역의 명암 대비를 강조한다. 명암이 강조된 ROI 영역에서 10mm, 11mm, 16mm, 22mm 영상의 결함 영역을 검출하기 위해 히스토그램 이진화 기법을 적용하여 결함의 후보 영역을 추출한다. 결함 후보 영역이 검출된 ROI 영역에서 미세 잡음을 제거하기 위해 중간값 필터와 침식과 팽창을 적용한 후에 최종적인 결함 영역을 검출한다. 제안된 방법을 8mm, 10mm, 11mm, 16mm, 22mm 세라믹 영상을 대상으로 실험한 결과, 제안된 검출 방법이 기존의 검출 방법보다 모든 mm 세라믹 영상에서 효과적으로 결함 영역이 검출되는 것을 확인하였다.

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Justifying the Fraction Division Algorithm in Mathematics of the Elementary School (초등학교 수학에서 분수 나눗셈의 알고리즘 정당화하기)

  • Park, Jungkyu;Lee, Kwangho;Sung, Chang-geun
    • Education of Primary School Mathematics
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    • v.22 no.2
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    • pp.113-127
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    • 2019
  • The purpose of this study is to justify the fraction division algorithm in elementary mathematics by applying the definition of natural number division to fraction division. First, we studied the contents which need to be taken into consideration in teaching fraction division in elementary mathematics and suggested the criteria. Based on this research, we examined whether the previous methods which are used to derive the standard algorithm are appropriate for the course of introducing the fraction division. Next, we defined division in fraction and suggested the unit-circle partition model and the square partition model which can visualize the definition. Finally, we confirmed that the standard algorithm of fraction division in both partition and measurement is naturally derived through these models.

A machine-vision based inspection system for non-transparent and high-reflectance substrate (머신 비전을 이용한 불투명/고반사율 기판 검사 시스템)

  • Yeo, Kyeong-Min;Seo, Jung-Woo;Lee, Suk-Won;Yi, June-Ho
    • Proceedings of the Korea Information Processing Society Conference
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    • 2010.04a
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    • pp.369-372
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    • 2010
  • 평판 디스플레이(flat panel display)의 크기가 커짐에 따라 다양한 기판을 이용한 제조 방법이 개발되고 있다. 디스플레이 제조 공정 중 기판의 결함을 찾아서 분류하는 검사 시스템은 최종 제품의 품질을 결정하는 매우 중요한 부분이다. 본 연구는 머신비전 기술을 이용하여 불투명하고 반사율이 높은 기판 표면의 결함을 찾아내고, 이 결함을 스크래치(scratch), 흑결함(dark defect), 백결함(white defect)으로 분류하는 장치를 구현하는데 목적이 있다. 이를 구현하기 위해 본 논문에서는 정밀 스테이지(stage)와 라인 카메라(line CCD camera)을 이용한 광학계를 활용하여 검사 시스템을 구현하였다. 구축된 시스템을 이용하여 취득한 이미지를 12 개의 영역으로 등분하여 각각의 국부 영역에 대한 문턱값 연산(thresholding)을 적용함으로써 조명의 불균일을 의한 검출 에러율을 획기적으로 낮추었다. 간단한 컴퓨터비전 알고리듬의 채용으로도 검사 시스템의 구현이 가능함을 보였다.

Design of Building Excavation Plane in Innovative Prestressed Scaffolding(IPS) System (혁신적 프리스트레스트 가시설 구조시스템(IPS)을 적용한 굴착면의 해석 및 설계)

  • Kim, Sung-Bo;Han, Man-Yop;Kim, Moon-Young;Jung, Kyoung-Hwan
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.1A
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    • pp.163-171
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    • 2006
  • The behaviors and design procedures of building excavation plane in innovative prestressed support (IPS) system are presented in this paper. Determination procedure for initial pretension in IPS wale subjected to design earth pressure is derived. The computer analysis model under uniform and non-uniform earth pressure is constructed using beam element for the IPS wale, tension-only element for cable, and compression-only element for soil. Axial forces and bending moments of IPS wale under initial pretension and design earth pressure are calculated. The combined stresses due to these axial force and bending moment are calculated and safety condition of building excavation plane is investigated.

The Earth Pressure on the Effect of Surcharge Load at the Narrowly Backfilled Soil (좁은 공간 되메움 지반에서의 상재하 영향에 의한 토압)

  • 문창열;이종규
    • Geotechnical Engineering
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    • v.13 no.6
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    • pp.165-180
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    • 1997
  • The structure such as underground external walls of buildings, conduit and box culvert supports the surcharge loads (point, strip and line loads) . The vertical and horizontal stresses in a soil mass depend on the backfill width and wall friction, etc. The investigations described in this paper is designed to identify the magnitude and the distributions of the lateral and vertical pressure which is occurred by the narrowly backfilled soil in an open cut by the surcharge loads. For these purposes, model tests were performed for various width of backfill in a model test box by considering the wall friction using carbon rods. The results of test were compared with the theories of Weissenbach and VS Army Code and also with the results of the numerical analysis using finite difference method which introduces Mohr-Coulomb failure hypothesis.

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Motion Based Serious Game Using Spatial Information of Game and Web-cam (웹캠과 공간정보를 이용한 체감형 기능성게임)

  • Lee, Young-Jae;Lee, Dae-Ho;Yi, Sang-Hong
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.13 no.9
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    • pp.1795-1802
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    • 2009
  • Motion based serious game is a new style of game and exercise using hands, arms, head and whole body. At that time gamer's reachable movement space is an important game space and interaction happening place. We propose efficient game spatial division and analysis algorithm that gives special information for collision avoidance of game objects. We devide into 9 parts of game space and check the enemy position and upper, down, left and right side movement information of gamer and calculate optimal path for collide avoidance of the enemy. To evaluate the method, we implemented a motion base serious game that consists of a web cam, a player, an enemy, and we obtained some valid results of our method for the collision avoidance. The resole demonstrated that the proposed approach is robust. If movement information is in front of enemy, then the enemy waits and finds the place and runs to avoid collision. This algorithm can be used basic development of level control and effective interaction method for motion based serious game.

Applications of Prescriptions Including Asparagi Radix and Liriopis Tuber in Dongeuibogam (천문동(天門冬)과 맥문동(麥門冬)이 주약(主藥)으로 등분(等分) 배합(配合)된 방제(方劑)에 관한 고찰(考察) (동의보감(東醫寶鑑)을 중심(中心)으로))

  • Kook, Yoon-Bum
    • Herbal Formula Science
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    • v.20 no.1
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    • pp.89-99
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    • 2012
  • Objectives : This report describes 36 formulas including Asparagi Radix and Liriopis Tuber in Dongeuibogam. Asparagi Radix and Liriopis Tuber have been used separately or concurrently in Oriental Medicine for a long time as a treatment for various diseases. Methods : 36 formulas including Asparagi Radix and Liriopis Tuber as a main component which have been used separately or concurrently in Oriental Medicine for a long time as a treatment for various disease in Dongeuibogam were studied through order of frequency, symptoms, dosages, etc. Results : 1. 6 formulas are recorded in fatigue chapter, 5 formulas in blood chapter 7 formulas in body shape chapter and fire chapter each which are arranged in order of frequency. 2. Enhancing strength and life span herbs are most used in formulas including Asparagi Radix and Liriopis Tuber. General fatigue treating herbs, severe bleeding cold, fire moving by yin-deficiency and kidney malfunction treating herbs are following frequency among 25 symptoms in formulas including Asparagi Radix and Liriopis Tuber. 3. The dosages of Asparagi Radix which is used same amount Liriopis Tuber are ranged from 2.5 puns~2 jeons. 1 jeon is recorded 13(36.1%), 5 puns is 6(16.7%), 7 puns and 2 jeons are recorded 4(11.1%), the rests are 3(8.3%) used among 36 formulas including Asparagi Radix and Liriopis Tuber. 4. The frequencies of Asparagi Radix and Liriopis Tuber have 9(25.0%) in decoctions groups, 27(75.0%) in the other groups except decoctions. So the ratio of decoctions groups to the other groups in being used is about 1:3. Decoction groups are used in enhancing Yin and descending fire, on the other hands the other groups except decoctions are used in well-being in whole life. Conclusions : The 36 formulas including Asparagi Radix and Liriopis Tuber in Dongeuibogam are mainly composed of Eedong-go, Insamgobon-hwan, Gamri-hwan, Samjae-hwan, Saengjihwang-go, Naebo-hwan, etc.

Buckling Behaviors of Single-Layered Lattice Dome under Radial Uniform Loads (등분포 중심축 하중을 받는 단층래티스돔의 좌굴거동)

  • Kim, Choong-Man;Yu, Eun-Jong;Rha, Chang-Soon
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.28 no.1
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    • pp.53-61
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    • 2015
  • This paper presented the nonlinear behaviors of the single-layered lattice dome, which is widely used for the long-span structure system. The behaviors were analysed through the classical shell buckling theory as the single-layered lattice dome behaves like continum thin shell due to its geometric characteristics, and finite element analysis method using the software program Nastran. Shell buckling theory provides two types of buckling loads, the global- and member buckling, and finite element analysis provides the ultimate load of geometric nonlinear analysis as well as the buckling load of Eigen value solution. Two types of models for the lattice dome were analysed, that is rigid- and pin-jointed structure. Buckling load using the shell buckling theory for each type of lattice dome, governed by the minimum value of global buckling or member buckling load, resulted better estimation than the buckling load with Eigen value analysis. And it is useful to predict the buckling pattern, that is global buckling or member buckling.