• Title/Summary/Keyword: direct determination

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A Study of Boron Determination in High Purity Aluminum by Capture Gamma-Ray Measurement (즉발감마선 계측에 의한 고순도 알루미늄중의 붕소정량에 관한 연구)

  • Nak Bae Kim;Hae-Ill Bak
    • Nuclear Engineering and Technology
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    • v.13 no.4
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    • pp.229-236
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    • 1981
  • The boron content in reactor grade aluminum has been determined by means of a capture gamma-ray counting method. The experimental detection limit is found to be 5.7% ppm with 10% uncertainty. In order to improve the sensitivity, the boron is preconcentrated from aluminum by cation exchange resin system. The accuracies of both methods, i.e., one by the direct measurement and the other by the measurement after preconcentration, are checked by an additive method. The results show good agreements with less than 5% deviation.

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Trace Analysis of Uranium in Aqueous Samples by Laser-induced Fluorescence Spectroscopy (레이저를 이용한 용액중의 미량 우라늄 분석)

  • Jung, Kwang-Woo;Kim, Jeong-Moog;Kim, Cheol-Jung;Lee, Jong-Min
    • Nuclear Engineering and Technology
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    • v.19 no.4
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    • pp.242-248
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    • 1987
  • A sensitive, direct method for the determination of trace amounts of uranium in solution has been developed utilizing laser-induced fluorescence spectroscopy and a fluorescence enhancing reagent 'Fluran.' Standard addition technique is incorporated into the analysis to eliminate sample matrix effects. Analytical data show that a detection limit of 0.1 ppb (part per billion) uranium has been achieved and the precision of the analysis is in the range of 5% relative standard deviation. Results using the laser fluorescence method on many sets of unknown samples have been compared against corresponding values determined by other methods.

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Determination of Optimal Time to Replace On-S Water Pipeline by Analyzing Water Main Failures and Economical Efficiency (수도사고 분석 및 경제성 평가를 통한 상수관로 최적 교체시기 결정)

  • Kim, Jong-Sin;Jung, Kwan-Sue;Bae, Chul-Ho;Lee, Doo-jin
    • Journal of Korean Society of Water and Wastewater
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    • v.23 no.3
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    • pp.279-285
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    • 2009
  • In this study, applied to the industrial water service, it is verified feasibility of break-even analysis method which has not been introduced in Korea. The On-san water pipeline of 7.1km among the Ul-san industrial water service is selected and the optimal replacement time calculated by break-even analysis method is year 2033 to 2044 which will be 53 to 67 years since the pipes were buried. If indirect cost such as the value of lost water and traffic disruption, service interruption, etc. is calculated as 30 and 100% of the direct cost, the financially optimum replacement time is advanced 3 to 9 years. These ways present rational criteria to establish long-term plan for budget and to execute the limited budget efficiently.

A Study on the Determination of Minimum Local Load Shedding Considering the Regional DLC Potentials (지역별 직접부하제어 잠재량을 고려한 부하차단 확보량 결정에 관한 연구)

  • Shim, K.B.;Kim, J.H.;Hwang, S.W.;Lee, C.H.;Cho, I.S.
    • Proceedings of the KIEE Conference
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    • 2002.07a
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    • pp.407-409
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    • 2002
  • This paper proposes a process using the load shedding scenario method that determines the minimum local load shedding quantity considering the local DLC(Direct Load Control) potentials. So this method is applied to Kyung-In area and determined the load shedding of this area with comparison to its DLC potentials.

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Modelling of Ergonomics and Muscular Comfort

  • Eberhard Haug;Alain Tramecon;J. C. Allain;Park, Hyung-Yun
    • Journal of Mechanical Science and Technology
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    • v.15 no.7
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    • pp.982-994
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    • 2001
  • Commercially available software packages permit to position human models of various geometries in practical scenarios while respecting the anatomical constraints of the skeletal joints and of the bulk of the bodies. Beyond such features, the PAM-Comfort(sup)TM software has been conceived to provide direct access to the muscular forces needed by humans to perform physical actions where muscle force is required. The PAM-Comfort(sup)TM human models are made of multi-body linked anatomical skeletons, equipped with finite elements of the relevant skeletal muscles. The hyper-static problem of determination of muscle forces is solved by optimisation technique. Voluntary stiffening of muscles can be added to the basic contraction levels needed to perform a specific task. The calculated muscle forces obey Hills model. The model and software have been applied in several interesting scenarios of various fields of application, such as car industry, handling of equipment and sports activities.

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Direct design of truss bridges using advanced analysis

  • Kim, S.E.
    • Structural Engineering and Mechanics
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    • v.6 no.8
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    • pp.871-882
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    • 1998
  • This paper presents a new design method of truss bridges using advanced analysis. In this approach, separate member capacity checks encompassed by the specification equations are not required because the stability of separate members and the structure as a whole can be treated rigorously for the determination of the maximum strength of the structures. The method is developed and refined by modifications to the conventional elastic-plastic hinge method. Verification studies are carried out by comparing with the plastic-zone solutions. The load-deflection behavior of the truss shows a good agreement between the plastic-zone analysis. A case study is provided for a truss bridge. Member sizes determined by the proposed method are compared with those determined by the conventional method. It is concluded that the proposed method is suitable for adoption in practice.

The Language Determinant Analysis of Investment Among APEC Member Economies (APEC국가간 언어의 투자 결정요인 분석)

  • Shen, Zhi-Feng;Kim, Tae-In
    • Asia-Pacific Journal of Business
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    • v.7 no.2
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    • pp.61-76
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    • 2016
  • This study aims to establish ways of how languages are used as determination factors for investment decisions among Asian countries where used languages are diversified. According to the analysis result, language segmentation of the investing country increases investment whereas the language segmentation of the invested countries is analyzed as the decreasing factor of investment. Also, it is analyzed that the further the linguistic distance between the investing country and the invested country the more investment increases. In the aspects of approached language distance and investment time selection, along with the increased linguistic distance, the elasticity to foreign direct investment is apprehended to be more flexible than other forms of investment. Such result shows the more segmented the languages of the targeted invested country the more investment cost will increase and therefore the results in linguistic distance can be explained as diversification of the invested country and the result to the forming of bridgehead at the invested area.

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Design of R.C.Members with General Shape Subjected to Biaxial Bending (2축휨과 축하중을 받는 임의 단면 형태의 철근 콘크리트 부재의 설계)

  • 문선미;이종권;이병해
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 1993.10a
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    • pp.139-148
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    • 1993
  • A computerized numerical method is presented for the design and/or the investigation of RC members with general shape and material properties subjected to axial load and biaxial bending moment. Slenderness effects can also be considered with the use of the moment magnification factor. The method is based on the summation of stress result- ants on a small area of the cross section which enables the determination of strength interaction diagrams, load contours and moment-curvature relationships for the general section. Thus the presented program HYCOL can be used as a direct tool for design and/or investigation of RC members with general shape subjected to biaxial bending. The accuracy of program HYCOL is established by comparison with experimental results.

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Seismic Design Method for Structural Walls Based on Energy Dissipation Capacity (에너지 소산능력을 고려한 전단벽의 내진설계)

  • 박홍근;엄태성;정연희
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2002.09a
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    • pp.247-257
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    • 2002
  • Recently, performance-based analysis/design methods such as the capacity spectrum method and the direct displacement-based design method were developed. In these methods, the estimation of energy dissipation capacity due to inelastic behavior of RC structures depends on empirical equations which are not sufficiently accurate. On the other hand, in a recent study, a simplified method for evaluating energy dissipation capacity was developed. In the present study, based on the evaluation method, a new seismic design method for flexure-dominated RC walls is developed. In determination of seismic earthquake load, the proposed design method can address variation of the energy dissipation capacity with design parameters such as dimensions and shapes of cross-sections, axial force, and reinforcement ratio and arrangement. The proposed design method is compared with the current performance-based design methods and the applicability of the proposed method is disscussed.

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An Experimental Study on the Dynamic Load Characteristics of Surface Mount Device(SMD) (칩마운트 (SMD) 장비의 동하중(動荷重) 발생특성에 관한 실험적 연구)

  • Baek, Jae-Ho;Lee, Hong-Ki;Kim, Kang-Boo
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2000.06a
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    • pp.1913-1917
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    • 2000
  • SMD Equipment convey an electronic parts at high speed, then assemble parts into a circuit board, and it develop a long time-duration dynamic force to be caused by moving mass. Vibration problem to be caused by SMD Equipment have an effect on micro-meter level's precision production process, directly, and dynamic stability of building. In the cause of quantitatively access about its vibration problem, input information(or data) of structure dynamic analysis need accuracy information of dynamic load. Determination of Dynamic load is various kinds of method using experimental and theory. In this paper, we got dynamic load using direct measurement method. We expect that an study on the dynamic load characteristic of SMD can be used to Equipment development of low level vibration and basis information of structure dynamic analysis.

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