• Title/Summary/Keyword: Determination Factor

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Determination of Stress Intensity Factor for a Crack Perpendicular to Bimaterial Interface by Finite Element Method (유한요소법에 의한 이종재료 접합면에 수직인 균열의 응력확대계수 결정)

  • 임원균;김상철;이창수
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.17 no.10
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    • pp.2398-2406
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    • 1993
  • Abdi's numerical method(ref.13) for representing a stress singularity by shifting the mid-side nodes of isoparametric elements is reviewed. A simple technique to obtain the optimal position of the mid-side nodes in quadratic isoparametric finite element is presented. From this technique we can directly obtain the position of the side-nodes adjacent to the crack tip. It is also observed that the present technique provides good accuracy for the expression of the opening displacement and the determination of the mid-side nodes for more wide range of material properties than that obtained by Abdicant the finite element method is applied to determine stress intensity factors for pressurized crack perpendicular to and terminating at the interface of two bonded dissimilar materials. A proper definition for stress intensity factors of a crack perpendicular to bimaterial interface is provided. It is based upon a near-tip displacement solutions on the crack surface for interface crack between two dissimilar materials. Numerical testing is carried out with the eight-node and six-node elements. The results obtained are compared with the previous solutions.

Difference in Species of Test Fish on the Determination of Short-term Bioconcentration Factor (단기간 생물농축계수의 측정에 있어서 실험어류의 종에 따른 차이)

  • 민경진;차춘근;전봉식;김근배
    • Journal of Environmental Health Sciences
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    • v.24 no.1
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    • pp.24-31
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    • 1998
  • This study was performed to investigate the difference in species of test fish on the determination of short-term bioconcentration factor in zebrafish(Brachydanio rerio), red sword tail(Xiphophorus hellieri) and goldfish(Carassius auratus). Experimental concentrations of carbamates were 0.05 and 0.10 ppm and chlorothalonil were 0.005 and 0.01 ppm for 3 and 5 days, respectively. This paper reports the measured BCF value on pesticides in various species of test fish, under steady state, and examined correlation between the BCF value and depuration rate constant or LC$_{50}$ or lipid content. Carbamates and chlorothalonil concentration in fish extract and BCF of carbamate and chlorothalonil were increased as incresing test concentration. Carbamates concentration in fish extract and BCF of carbamate were decreased as incresing test period, but chlorothalonil concentration in fish extract and BCF of chlorothalonil were increased as prolonging test period. Determined pesticide concentration in fish extract and BCF were highest in red sword tail, and followed by goldfish, and zebrafish. Determined depuration rate constant were highest in zebrafish, and followed by goldfish, and red sword tail. 96hr-LC$_{50}$ were highest in red sword tail, and followed by zebrafish, and goldfish. Lipid compositions were highest in red sword tail, and followed by goldfish, and zebrafish. Therefore, it is suggested that the difference of BCF between each pesticide due to those of lipid composition of fish and deputation rate constant, while LC$_{50}$ have no effect on BCF.

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A Study on Determination of the Optimum Round Length for Weak Rock Tunnel (연암터널의 최적 굴진장 결정에 관한 연구)

  • Lee, Young-Zoo;Kim, Chang-Yong;Kim, Kwang-Yeom;Lee, Sung-Won;Schubert, Wulf
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.8 no.3
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    • pp.219-225
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    • 2006
  • Although the round length for tunnel excavation has a major technical and economical impact in conventional tunnelling, there is no coherent procedure available for its determination. In this study, the influence of round length on the behaviour modes of weak rock tunnel was investigated by numerical analyses. Quantitative estimation of the behaviour modes of the face and the unsupported span was established by use of the safety factor for the face stability and the conditional chart. In addition, the optimum round length in the tunnel design stage was investigated based on the detail construction information such as cycle time and material costs. Although this proposed method has some restrictions, it is expected to provide useful information for the optimization of the tunnel excavation, especially in design stage.

A Study of TRM and ATC Determination for Electricity Market Restructuring (전력산업 구조개편에 대비한 적정 TRM 및 ATC 결정에 관한 연구)

  • 이효상;최진규;신동준;김진오
    • The Transactions of the Korean Institute of Electrical Engineers A
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    • v.53 no.3
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    • pp.129-134
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    • 2004
  • The Available Transfer Capability (ATC) is defined as the measure of the transfer capability remaining in the physical transmission network for further commercial activity above already committed uses. The ATC determination s related with Total Transfer Capability (TTC) and two reliability margins-Transmission Reliability Capability (TRM) and Capacity Benefit Margin(CBM) The TRM is the component of ATC that accounts for uncertainties and safety margins. Also the TRM is the amount of transmission capability necessary to ensure that the interconnected network is secure under a reasonable range of uncertainties in system conditions. The CBM is the translation of generator capacity reserve margin determined by the Load Serving Entities. This paper describes a method for determining the TTC and TRM to calculate the ATC in the Bulk power system (HL II). TTC and TRM are calculated using Power Transfer Distribution Factor (PTDF). PTDF is implemented to find generation quantifies without violating system security and to identify the most limiting facilities in determining the network’s TTC. Reactive power is also considered to more accurate TTC calculation. TRM is calculated by alternative cases. CBM is calculated by LOLE. This paper compares ATC and TRM using suggested PTDF with using CPF. The method is illustrated using the IEEE 24 bus RTS (MRTS) in case study.

Determination Technique of Cut-Slope Reinforcing Method Considering the Effect Factor (영향인자를 고려한 절토사면 보강공법 선정기법)

  • Han, Jung-Geun;Lee, Jong-Young;Lee, Myung-Ho;Choi, Poong-Kon
    • Journal of the Korean Geosynthetics Society
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    • v.6 no.2
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    • pp.27-32
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    • 2007
  • Analysis was performed using AHP (Analytic Hierarchy Process) technique for the determination of priority on the effect factors and the preferences on cut-slope reinforcing methods. The results from professional group, such as researchers, design engineers and construction engineers, show that stability, durability and environmental condition are the most important effect factors. The retaining wall and the cutting methods were predominant for stability, economical efficiency, and maintenance/management in the evaluation of preferences on the cut-slope reinforcing methods interpreted for the increasing method of safety factor.

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Determination of lateral strength and ductility characteristics of existing mid-rise RC buildings in Turkey

  • Ucar, Taner;Merter, Onur;Duzgun, Mustafa
    • Computers and Concrete
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    • v.16 no.3
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    • pp.467-485
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    • 2015
  • This paper presents a comprehensive work on determination of yield base shear coefficient and displacement ductility factor of three to eight story actual reinforced concrete buildings, instead of using generic frames. The building data is provided by a walkdown survey in different locations of the pilot areas. Very detailed three dimensional models of the selected buildings are generated by using the data provided in architectural and reinforcement projects. Capacity curves of the buildings are obtained from nonlinear static pushover analyses and each capacity curve is approximated with a bilinear curve. Characteristic points of capacity curve, the yield base shear capacity, the yield displacement and the ultimate displacement capacity, are determined. The calculated values of the yield base shear coefficients and the displacement ductility factors for directions into consideration are compared by those expected values given in different versions of Turkish Seismic Design Code. Although having sufficient lateral strength capacities, the deformation capacities of these typical mid-rise reinforced concrete buildings are found to be considerably low.

The Development of a Real Estate Multi-Attribute Integrated Search System (부동산 다속성 통합 검색 시스템 개발)

  • Cho, Jae-Hyung
    • The Journal of Society for e-Business Studies
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    • v.14 no.3
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    • pp.15-37
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    • 2009
  • This study presents a new retrieval system developed to consider various preferential requirements for buyers in the real estate market. The paper analyses essential factors affecting the price of real estate and then a set of factors are classified by region-related factor and individual-related factor. After endowing the buyer's selected factors with weights in the retrieval system, the optimal solutions have been drawn by comparing with the others through an entropy measure of Multi-attribute Decision Making. This retrieval system is applied to the Busan real estate market to estimate the solutions of retrieval. Evaluation results indicate that the retrieval system can provide useful information to analyse the price determination factors of real estate, as well as to save the searching cost of the buyers.

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Determination of Nebramycin Factor 2,4,5,5',6 and Kanamycin A in Fermentation Broth of Streptoalloteichus hindustanus ATCC 31218 Mutant Using 2,4-Dinitrofluorobenzene(DNFB) as a Derivatizing Agent by High Performance Liquid Chromatography (HPLC법에 의한 2,4-디니트로플루오로벤젠을 유도체화제로 한 Streptoalloteichus hindustanus ATCC 31218 변이균의 배양액 중 네브라마이신 펙터 2,4,5,5',6, 가나마이신 A 분석)

  • 박영근;박명용;김승철;양호길
    • YAKHAK HOEJI
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    • v.37 no.1
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    • pp.1-8
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    • 1993
  • A procedure for the high-performance liquid chromatographic determination of Nebramycin factors in fermentation broth of Streptoalloteichus hindustanus ATCC 31218 mutant was investigated using pre-column derivatization and LTV detection. The method is based on pre-column derivatization of Nebramycin factors with 2,4-dinitrofluorobenzene(DNFB) in the presence of Tris (hydroxymethyl)aminoethane. The chromatographic separation of derivatives of Nebramycin factors and unknown impurities is achieved using reversed-phase column (NOVA-PAK $C_{18}$, Waters Co.) and AcCN : H$_{2}$O : AcOH (53.0:46.5:0.5) as a mobile phase. The mixture of these derivatives were separated within 35 minutes and the optimum wavelength($\lambda_{max}$ ) of the UV detector was 353 nm. The linearity of response for derivatives of Nebramycin factors is demonstrated for concentrations up to 500 $\mu\textrm{g}$/ml and the relative standard deviation is less than 0.79%. Detection limit was 1.67 ng for the 10 $\mu\textrm{l}$ sample volume employed.

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Searching of Biomechanical Determination Factor for Improving Club Head Speed during the Driver Swing in Male Golf Players (남자 골프선수의 드라이버 스윙 시 클럽 헤드 스피드 향상을 위한 운동역학적 결정요인 탐색)

  • Jae-Woo Lee;Young-Suk Kim;Jun-Sung Park
    • Korean Journal of Applied Biomechanics
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    • v.34 no.1
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    • pp.1-8
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    • 2024
  • Objective: The aim of this study was to identify the biomechanical determination factor for improving club head speed during the driver swing in male golf players. Method: Twenty-seven golf players were participated in this study. Eight motion capture cameras (250 Hz) and two force plates (2,000 Hz) were used to collect peak angular velocity and ground reaction force data. It was performed stepwise multiple linear regression analysis and alpha set at .05. Results: The peak plantar flexion angular velocity of the left ankle joint and the peak adduction angular velocity of the right shoulder joint were statistically significant. The peak plantar flexion angular velocity of the left ankle joint and the peak adduction angular velocity of the right shoulder during downswing. Conclusion: It is suggested that applying body conditioning training aimed at improving related body functions to increase maximum plantar flexion angular velocity in the left ankle joint will be effective in improving club head speed.

Numerical Analysis in Hydrograph Determination for Sluice Gate installed Levee (배수통문이 설치된 제방의 설계수위파형결정에 관한 수치해석)

  • Kim, Jin-Man;Choi, Bong-Hyuck;Oh, Eun-Ho;Cho, Won-Beom
    • Journal of the Korean Geosynthetics Society
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    • v.14 no.4
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    • pp.1-9
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    • 2015
  • According to national regulations and its commentary, such as Rivers Design Criteria & Commentary (KWRA, 2009), Foundation Structure Guideline and its Commentary(MLTM, 2014 and KGS, 2009), the integrity evaluation of river levee includes slope stability evaluation of both riverside/protected low-land and piping stability evaluation with respect to foundation and levee body along with water level conditions. In this case the design hydro-graph can be the most important input factor for the integrity evaluation, however it is fact that the national regulations do not provide any proper determination methods regarding hydro-graph. The authors thus executed an integrity evaluation of sluice gate in levee by changing each hydro-graph factor, including rising ordinary water level, lasting flood water level, falling water level, and flood frequency, in order to suggest a determination method of reasonable hydro-graph. As a result, the authors suggested that at least over 57 hours of rising ordinary water level and over 53 hours of lasting flood water level should be considered for the design hydro-graph of sluice gate in levee at Mun-san-jae.