• Title/Summary/Keyword: model factor

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Development of indirect EFBEM for radiating noise analysis including underwater problems

  • Kwon, Hyun-Wung;Hong, Suk-Yoon;Song, Jee-Hun
    • International Journal of Naval Architecture and Ocean Engineering
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    • v.5 no.3
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    • pp.392-403
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    • 2013
  • For the analysis of radiating noise problems in medium-to-high frequency ranges, the Energy Flow Boundary Element Method (EFBEM) was developed. EFBEM is the analysis technique that applies the Boundary Element Method (BEM) to Energy Flow Analysis (EFA). The fundamental solutions representing spherical wave property for radiating noise problems in open field and considering the free surface effect in underwater are developed. Also the directivity factor is developed to express wave's directivity patterns in medium-to-high frequency ranges. Indirect EFBEM by using fundamental solutions and fictitious source was applied to open field and underwater noise problems successfully. Through numerical applications, the acoustic energy density distributions due to vibration of a simple plate model and a sphere model were compared with those of commercial code, and the comparison showed good agreement in the level and pattern of the energy density distributions.

Ion Permeability, Dehydration and Relaxation Times of Hydrated Ions Through Membranes (반투막을 통한 수화된 이온의 투과속도 탈수화율 및 완화시간에 관한 연구)

  • Kim Mu Shik;Lee Hai Bang;Kim Sung Wan;Joseph D. Andrade
    • Journal of the Korean Chemical Society
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    • v.20 no.6
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    • pp.448-452
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    • 1976
  • A simplified statistical mechanical method was developed for the calculation of the dehydration fraction, activation free energy of dehydration, and the relaxation times of hydrated ions. The model used includes the equilibrium constant between hydrated and dehydrated water, a water-ion interaction potential energy term, and a mixing factor for the species present. The agreement between theory and experiment is good. The pressure dependence of ion dehydration is also discussed.

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Performance Analysis on a Multi-Pass Multi-Branch Heat Exchanger According to Pass Arrangement (다패스 다분지 열교환기의 패스 수에 따른 성능 분석)

  • Kim Min-Soo;Lee Kwan-Soo
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.30 no.8 s.251
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    • pp.741-748
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    • 2006
  • This paper numerically investigates the effects of pass arrangement on the flow distribution characteristics and the performance of a multi-pass multi-branch heat exchanger. Four cases of pass arrangement (2, 4, 6, 8 pass) are chosen to select a proper pass arrangement. A JF factor is used as an evaluation characteristic value to consider the heat transfer and the pressure drop. The present results indicate that 4-pass heat exchanger shows the best performance, and the design parameters in 4-pass heat exchanger are optimized. The design parameters are the locations of the inlet, outlet and separator, and are optimized using a response surface methodology. The JF factor of the optimum model is increased by about 9.3%, compared to that of the reference model (2-pass heat exchanger).

Tensile Behavior of Pin-Loaded Carbon/Epoxy Composite Laminates (핀하중을 받는 탄소섬유/에폭시 복합적층판의 인장거동)

  • 박동창;황운봉;한경섭
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.17 no.10
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    • pp.2518-2534
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    • 1993
  • Fracture behavior of carbon/epoxy laminates under pin loading is studied experimentally and analytically. Effects of ratios of specimen width to hole diameter and edge distance to hole diameter on bearing strength are investigated. Characteristic length of the laminates obtained using HK model has good agreement with the experimental data. The larger hole size induced, the lower bearing strength is measured under pin loading . The bearing strength and failure mode could be predicted using HK model and Zhangs analytical solution of stress distribution around a pin loaded hole. Chamis' prediction method of bearing strength is also considered to predict failure mode and bearing strength. A modification of Chamis' method is made using the factor of rupturc. The predicted bearing strength by the modified method is reasonably close to the experimental data.

Migration Characteristics in Sine-Wave Type Rivers (정현파형하천의 이행특성)

  • 차영기;배동만
    • Water for future
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    • v.25 no.2
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    • pp.79-87
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    • 1992
  • This study is a model on the Migration Characteristics which developed by using the equations for conservation of mass, momentum and for lateral stability of the streambed, an the model can be examined for magnitude and location of near-bank bed scour as well as rates and direction of meander migration in which sine-Wave type rivers(SWR) of the small sinuosity. It is evident from this study that the transverse bed slope factor B' and transverse mass flux factor $ play significient roles, and show reasonable that the values are B'=4.0 and $=0.4 respectively . It will be a useful guide in planning, design, construction, and development of SWR river-basin projects.

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Effects of Astragalus Membranaceus on Angiogenesis (황기가 혈관 형성에 미치는 영향)

  • Seo, Dong-Min;Choi, Do-Young;Lee, Jae-Dong
    • Journal of Acupuncture Research
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    • v.24 no.2
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    • pp.113-123
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    • 2007
  • 목적 : 황기가 혈관 신생 작용이 있는지에 관하여 관찰한다. 황기는 상처의 치유나 허혈성 질환에 효과를 나타내는 것으로 알려져있다. 이러한 효과가 황기의 혈관 신생작용과의 관련성을 이해하며 향후 임상에 쓰일 수 있는 황기 약침액 개발을 위한 기초 자료를 목표로 한다. 방법 : 황기의 혈관 신생 작용의 관찰을 위하여 human umbilical vein endothelial cells(HUVECs)와 Matrigel angiogenesis model을 이용하여 연구하였다. 결과 : 황기는 용량에 따라서 HUVECs의 증식을 나타내었다. 또한 혈관 내피 세포의 이동과 관형 형성을 보였다. 혈관 신생 물질인 basic fibroblast growth factor(bFGF)가 황기에 의해 증가하였다. Matrigel angiogenesis model에서 황기는 조직학적으로 혈관 형성을 촉진하였으며,헤모글로빈의 증가를 나타내었다.

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The Strength of Concentrically Loaded R/C Columns with Various Hoop Anchor Types (중심축력을 받는 R/C기둥의 횡보강근 정착형태에 따른 내력에 관한 연구)

  • Lee Woo-Jin;Kim Min-Soo;Lee Dae-kyo;Seo Soo-Yeon;Yoon Seung-Joe
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.05a
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    • pp.67-70
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    • 2005
  • In this study, an experimental investigation of the strength of R/C columns with 300mm square sections confined by head anchorage bar is presented. This initial phase of research considers only axial loading and consists of a total of 7 column tests. The main variables are distance and anchorage type of transverse reinforcement such as standard hooks and headed bar. The purpose of this study is to investigate the confinement effect and strength increment by head and to propose the confinement model for column using the head at end of lateral tie. Also, the test results for ultimate strength and strength gain factor of columns in this study and previous study is compared with the existing analytical models. Based on the test results, the Saatcioglu's model estimates confinement effects was closed to experimental value and the developed analytical approach considered the head was capable of predicting the strength gain factor results with a resonable accuracy.

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INFLUENCE AND BlOCONCENTRATlON OF PETROLEUM HYDROCARBON ASSOCIATED WITH OIL ON AND BY PLANKTON IN A MESOCOSM EXPERIMENT OF EAST CHINA SEA

  • Shi, Xiaoyong;Wang, Xiulin;Jiang, Yu;Han, Xiurong
    • Proceedings of the Korean Environmental Health Society Conference
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    • 2001.11a
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    • pp.42-48
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    • 2001
  • A kinetic model was presented to estimate the uptake/release rate constants and thereafter, bioconcentration factor, $k_1$, $k_2$ and BCF (bioconcentration factor), for the uptake of PH by plankton were obtained. Implies that PH(petroleum hydrocarbon) caused no significant influence on the uptake of $N-NO_3$, but significant influence on that of $P-PO_4$. In addition, the application of kinetic model for the bioconcentration of volatile organic toxic compound by organism suggests that the uptake of PH by plankton was an important process for the environmental capacity of PH.

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Seismic Capacity Design and Retrofit of Reinforced Concrete Staggered Wall Structures

  • Kim, Jinkoo;Choi, Younghoo
    • International Journal of Concrete Structures and Materials
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    • v.11 no.2
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    • pp.285-300
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    • 2017
  • This study investigates the seismic performance of a staggered wall structure designed with conventional strength based design, and compares it with the performance of the structure designed by capacity design procedure which ensures strong column-weak beam concept. Then the seismic reinforcement schemes such as addition of interior columns or insertion of rotational friction dampers at the ends of connecting beams are validated by comparing their seismic performances with those of the standard model structure. Fragility analysis shows that the probability to reach the dynamic instability is highest in the strength designed structure and is lowest in the structure with friction dampers. It is also observed that, at least for the specific model structures considered in this study, R factor of 5.0 can be used in the seismic design of staggered wall structures with proposed retrofit schemes, while R factor of 3.0 may be reasonable for standard staggered wall structures.

Development of Optimal Substation Expansion Planning Method using ANP (ANP에 의한 최적 변전소 신.증설계획법의 개발)

  • Kim, Yong-ha;Lee, Buhm;Choi, Sang-kyu
    • The Transactions of the Korean Institute of Electrical Engineers A
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    • v.51 no.8
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    • pp.385-390
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    • 2002
  • This paper presents a substation expansion planning method with quantitative analysis using ANP. To calculate the reliability factor and economy factor of the system, reliability indices and total construction cost is used. With these factors, new ANP model which select the best plan either economy or reliability among various alternatives is developed. This model can assist the decision making for the system planner. The usefulness of the method is verified by applying it to the large-scaled distribution system.