• 제목/요약/키워드: Bearing Number

검색결과 644건 처리시간 0.038초

'거봉' 포도의 전정강도와 결과모지 굵기가 생육 및 과실품질에 미치는 영향 (Effects of pruning intensity and diameter of bearing mother branches on the growth and berry quality in 'Kyoho' grapevines)

  • 송기철
    • 농촌지도와개발
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    • 제7권1호
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    • pp.167-173
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    • 2000
  • '거봉' 포도재배시 발생하는 결실불량 현상을 방지하기 위한 적절한 전정방법과 결과모지 선별방법을 구명하기 위하여 안성의 농가 포장과 원예연구소의 포장에서 수행한 연구결과는 다음과 같다. 약전정은 강전정에 비해 발아율, 신초수, 과방중, 착립률을 증가시킨 반면, 신초장, 신초당 엽수와 마디수, 단위 엽면적, 그리고 단위 엽생체중은 감소시켰다. 과실의 당도, 산함량 및 안토시아닌 함량은 약전정구와 강전정구간에 차이가 없었다. 평균신초장은 결과모지의 굵기가 굵을수록 뚜렷이 길어지는 경향을 나타내었으며, 엽면적과 엽록소함량은 결과모지의 굵기가 굵을수록 넓어지거나 높아지는 것으로 나타났다. 총탄수화물 및 N, P, K, Ca 및 Mg 등 무기성분 할량은 결과모지 굵기에 따라 유의한 차이를 보이지 않았으나 총탄수화물과 Ca함량은 결과모지 굵기가 가늘수록 높아지는 경향을 보였다. 과방당유핵과립수는 결과모지가 가늘수록 적어지고 착립률은 높아지는 경향을 나타냈다. 과방중, 과립중, 과방당 과립수, 당도, 안토시아닌 함량은 결과모지 굵기가 1cm 전후인 구에서 높게 나타났다.

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Partially restrained beam-column weak-axis moment connections of low-rise steel structures

  • Lim, Woo-Young;Lee, Dongkeun;You, Young-Chan
    • Structural Engineering and Mechanics
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    • 제76권5호
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    • pp.663-674
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    • 2020
  • In this study, partially restrained beam-column moment joints in the weak-axis direction were examined using three large-scale specimens subject to cyclic loading in order to assess the seismic resistance of the joints of low-rise steel structures and to propose joint details based on the test results. The influence of different number of bolts on the moment joints was thoroughly investigated. It was found that the flexural capacity of the joints in the direction of weak axis was highly dependent on the number of high-tension bolts. In addition, even though the flexural connections subjected to cyclic loading was perfectly designed in accordance with current design codes, severe failure mode such as block shear failure could occur at beam flange. Therefore, to prevent excessive deformation at bolt holes under cyclic loading conditions, the holes in beam flange need to have larger bearing capacity than the required tensile force. In particular, if the thickness of the connecting plate is larger than that of the beam flange, the bearing capacity of the flange should be checked for structural safety.

Reynolds Number Dependence of Bearing Performance

  • Kim E.
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 1997년도 추계 학술대회논문집
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    • pp.149-154
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    • 1997
  • Based on the full Navier-Stokes solutions, the thermohydrodynamic performance of a long journal bearing is investigated. A numerical method based on Galerkin's procedure and B-spline test functions has been presented for solving two-dimensional problems involving fluid flow and heat transfer. For numerical stability the artificial compressibility is employed to the conservation of mass. The discretized algebraic equations are solved by Newton's method. Effects of varying the speed of an inner cylinder to load carrying capacity are investigated. The results indicated that the increase of the speed of an inner cylinder has a significant effect on the temperature profile and ultimately on the performance.

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마가목 6개 천연집단의 열매와 종자 형질 변이 (Variation of Fruit and Seed Morphology of 6 Natural Populations of Sorbus commixta Hedl. in Korea)

  • 송정호;장경환
    • 한국산림과학회지
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    • 제102권1호
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    • pp.1-6
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    • 2013
  • 본 연구는 국내 분포하는 마가목의 집단간 및 집단내 개체간 열매와 종자 형태에 대한 변이를 조사하였다. 6개 천연집단의 42개 개체목에서 열매를 채취하여 열매특성 6가지와 종자특성 4가지를 분석하였다. 모든 특성들에서 집단간 및 집단내 개체간에 유의적인 차이가 인정되었다. 특히, 결실지당 열매수와 열매당 종자수 특성은 전체 분산 가운데 집단이 차지하는 비율이 큰 것으로 나타났다. 변이계수 값은 결실지당 열매수와 종자무게 특성이 다른 특성들(11.9~32.1%)에 비해 높은 42.0~75.3%의 값을 나타냈다. 상관분석결과 결실지당 열매수 특성은 위도와는 정의 상관관계를 보였으며, 경도와는 부의 상관관계를 각각 나타냈다. 군집분석결과 지리적으로 가까운 집단들이 유전적으로 가깝게 묶이는 경향을 나타냈다. 주성분분석결과 집단간의 유연관계에 의미를 갖는 3개 주성분을 도출하였는데 전체 분산에 대한 설명력은 87%였다. 제1주성분은 종자길이와 종자무게, 제2주성분은 열매폭과 종자지수, 제3주성분은 열매길이와 결실지당 열매수 특성이 높은 기여도를 나타냈다.

Changes in Maternal Blood Glucose and Plasma Non-Esterified Fatty Acid during Pregnancy and around Parturition in Twin and Single Fetus Bearing Crossbred Goats

  • Khan, J.R.;Ludri, R.S.
    • Asian-Australasian Journal of Animal Sciences
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    • 제15권4호
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    • pp.504-508
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    • 2002
  • The effects of fetal number (single or twin) on blood glucose and plasma NEFA during pregnancy and around parturition were studied on ten Alpine ${\times}$ Beetal crossbred goats in their first to third lactation. The animals were divided in-groups 1(carrying single fetus, n=4) and 2(twin fetus, n=6). The samples were drawn on day1 after estrus and then at 14 days interval (fortnight) for 10 fortnights. Around parturition the samples were taken on days -20, -15, -10, -5, -4, -3, -2, -1 prior to kidding and on day 0 and +1, +2, +3, +4, +5, +10, +15, +20 days post kidding. In twin bearing goats the blood glucose concentration continued to increase from 1st until 4th fortnight and thereafter gradually decline from 5th upto 8th fortnight. In single bearing goats there was increase in levels from 2nd upto 4th fortnight and thereafter it declined from 5th uptill 9th fortnight. The difference in sampling interval was highly significant (p<0.01) in both the groups. However the values were higher in single than in twin bearing goats. The plasma NEFA concentration was low in both the groups' upto 4th fortnight and thereafter it is continuously increased upto 9th fortnight. During prepartum period the blood glucose was higher in single than in twin bearing goats. The values were minimum on the day of kidding in both the groups. During postpartum period the values were significantly (p<0.01) higher in twin than in single fetus bearing goats. The plasma NEFA was significantly (p<0.05) higher in twin than in single fetus bearing goats. The blood glucose and plasma NEFA concentration can be used as index of nutritional status during pregnancy and around parturition in goats.

Piled Raft 거동특성에 관한 실험적 연구 (An Experimental Study on Behavior for the Piled Raft)

  • 권오균;이승현;오세붕;임종석;이활
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 기초기술학술발표회
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    • pp.77-89
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    • 2002
  • To analyze a bearing capacity for pile groups, a number of model tests have been done and theoretical methods studied. In the case of design of group pile bearing capacity is calculated with only pile capacity. But uncertainty of bearing capacity and behavior of foundation cap(raft) leads to conservative design ignoring bearing effects of foundation cap. In the case of considering bearing capacity of foundation cap, the simple sum of bearing capacity of foundation cap and pile groups cannot be the bearing capacity of total foundation system. Since cap-pile-soil interaction affects the behavior of pile groups. Thus, understanding cap-pile-soil interaction is very important in optimal design. In this paper, the piled raft behavior is studied through model tests of 2$\times$2, 2$\times$3, 3$\times$3 pile group. Changes of behavior of pile group foundation by touching effects of foundation cap with soil are studied. Also changes of spacing between piles. Foundation cap is made of rigid steel plate and piles are made steel pipes. From this model tests, the changes of behavior changes of pile groups by touching effects of foundation cap with soil are studied.

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Seismic control of high-speed railway bridge using S-shaped steel damping friction bearing

  • Guo, Wei;Wang, Yang;Zhai, Zhipeng;Du, Qiaodan
    • Smart Structures and Systems
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    • 제30권5호
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    • pp.479-500
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    • 2022
  • In this study, a new type of isolation bearing is proposed by combining S-shaped steel plate dampers (SSDs) with a spherical steel bearing, and the seismic control effect of a five-span standard high-speed railway bridge is investigated. The advantages of the proposed S-shaped steel damping friction bearing (SSDFB) are that it cannot only lengthen the structural periods, dissipate the seismic energy, but also prevent bridge unseating due to the restraint effectiveness of SSDs in the large relative displacements between the girders and piers. This study first presents a detailed description and working principle of the SSDFB. Then, mechanical modeling of the SSDFB was derived to fundamentally define its cyclic behavior and obtain key mechanical parameters. The numerical model of the SSDFB's critical component SSD was verified by comparing it with the experimental results. After that, parameter studies of the dimensions and number of SSDs, the friction coefficient, and the gap length of the SSDFBs were conducted. Finally, the longitudinal seismic responses of the bridge with SSDFBs were compared with the bridge with spherical bearing and spherical bearing with strengthened shear keys. The results showed that the SSDFB can not only significantly mitigate the shear force responses and residual displacement in bridge substructures but also can effectively reduce girder displacement and prevent bridge unseating, at a cost of inelastic deformation of the SSDs, which is easy to replace. In conclusion, the SSDFB is expected to be a cost-effective option with both multi-stage energy dissipation and restraint capacity, making it particularly suitable for seismic isolation application to high-speed railway bridges.

베어링궤도 제조공정의 용량설계에 관한 사례연구 (A Case Study on the Capacity Design for Manufacturing Process of Bearing-Race)

  • 문덕희;송성
    • 산업공학
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    • 제15권4호
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    • pp.349-355
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    • 2002
  • In order to build a new factory, we must have answers regarding the following questions; 1. what is to be produced? 2. how are the products to be produced? 3. how much of each product will be produced? The answers are related to product-design, process-design and capacity-design respectively and they are used for layout-design as the input data. Especially capacity design decision provides the information regarding the number of equipments required and the balance of the line. This paper introduces a case study on the capacity design for a new factory where the retainers of ball bearing are manufactured. A simulation model is developed with ARENA for analyzing the system considered. The major objectives of the study are evaluating the performance of the line which is originally suggested by the company, and finding out alternatives for improving the system. Number of WIP between the processes are also investigated because it affects the space planning of the layout.

축소기초모델개념을 이용한 공기윤활 슬라이더 베어링의 최적설계 (An Optimization of Air-Lubricated Slider Bearings Using the Reduced Basis Concept)

  • 윤상준;김동인;강태식;정태건;최동훈
    • 대한기계학회논문집A
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    • 제27권3호
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    • pp.343-348
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    • 2003
  • In this study, optimum designs of the air-bearing surface (ABS) are achieved using the reduced basis concept which can effectively reduce the number of design variables without cutting down on the design space. Even though the optimization method is easier and more applicable to handle than the trial-and-error method, its efficiency is largely dependent on the number of the design variables. Hence, the reduced basis concept is applied, by which the desired design can be defined as a linear combination of basis designs. The simulation results show the effectiveness of the proposed approach by obtaining the optimum solutions of the sliders whose target flying heights are 25, 20, and 15nm.

동심환내의 회전체 진동에 의한 부가질량, 유체감쇠계수 및 유체탄성계수에 관한 연구 (Added Mass, Viscous Damping and Fluid-stiffness Coefficients on the Rotating Inner Cylinder in Concentric Annulus)

  • 심우건;박진호;김기선
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2001년도 춘계학술대회논문집
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    • pp.695-701
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    • 2001
  • While a rotating inner cylinder executes a periodic translational motion in concentric annulus, the vibration of the rotating inner cylinder is induced by fluid-dynamic forces acting on the cylinder. In the previous study related to journal bearing, the unsteady viscous flow in the annulus and the fluid-dynamic forces were evaluated based on a numerical approach. Considering the dynamic-characteristics of unsteady viscous flow, an approximate analytical method has been developed for estimating added mass, viscous damping and fluid-stiffness coefficients. For the study of flow-induced vibrations and related instabilities, it is of interest to separate the coefficients from the fluid-dynamic forces. The added-mass and viscous damping coefficients for very narrow annular configurations, as journal bearing. can be approximated by considering the gap ratio to the radius of inner cylinder, while the fluid-stiffness coefficient is related to the Reynolds number, the oscillatory Reynolds number and the gap ratio.

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