• 한국미생물·생명공학회지
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• 제7권4호
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• pp.211-216
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• 1979

단세포 단백질의 합성이나 환성오니법에 의한 폐수처리 등에 응용되고 있는 Air-lift Fermentor (ALF)는 일반적인 기계식 교반 발효조에 비하여 산소전달 효과가 우수한 것으로 알려져 있다. 그러나 미생물의 성장반응에는 적절한 교반이 필요하므로 발효조 내에서는 높은 산소 농도와 함께 활발한 교반이 이루어져야 한다. 본 연구에서는 ALF 내에서의 산소전달에만 국한해오던 연구 방향에서 실제로 Methylomonas, sp를 이용한 methanol fermentation을 행하여 이 발효조의 기능을 조사하였다. 그 결과 교반은 활발히 일어나고 있으나 높은 농도의 산소를 얻기 위해서는 높은 압력하에서나 낮은 dilution rate에서 운전하여야 하는 것으로 나타났다.

• 한국응용과학기술학회지
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• 제35권4호
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• pp.1369-1378
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• 2018

홍어 껍질 유래 콜라겐 펩타이드를 한외여과막을 이용하여 분자량의 크기를 1,000 Da 이하와 1,000 Da 이상으로 분리하고 그 효과를 비교하고자 하였다. 각각의 시료를 비만 유발 실험동물인 db/db mice에 체중당 200 mg의 콜라겐 펩타이드를 8주간 투여하였다. 본 연구의 결과는 콜라겐 펩타이드를 투여한 군에서 비만대조군에 비해 체중 증가량의 감소, 혈액 및 간조직의 활성산소 농도의 감소, 간조직의 산화적 스트레스가 완화된 것으로 나타났다. 또한 콜라겐 투여군에서 염증반응과 관련된 간조직의 핵전사인자($NF-{\kappa}B$) 및 효소(COX2, iNOS), 염증성 사이토카인(IL-6)발현이 비만대조군에 비해 유의적으로 감소하였다. 분자량의 크기에 따라 약간의 차이가 나타났지만, 전반적으로는 유의적이지 않았다. 따라서 홍어 콜라겐 펩타이드의 비만에 의해 유발된 염증반응이 억제되었는데, 이는 콜라겐의 산화적 스트레스 완화작용에 기인한 것으로 사료된다.

• 산업기술연구
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• 제30권B호
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• pp.25-32
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• 2010

In this paper stability about lateral soil movement of bridge abutment constructed on the soft ground, reinforced with the sand compaction pile (SCP) and the preconsolidaton methods, was evaluated by using the centrifuge testing facility which stress conditions in field could be reconstructed in the laboratory. The layouts of model such as ground condition, sand compaction piles and abutment was determined on the basis of similitude law with the reduced scale of 1/200. Construction sequences of installing SCP, preparing reclaimed ground, preconsolidating ground and building the piled bridge abutment were reconstructed during centrifuge modelling and measurements of movement were followed in each sequence. From analyzing the results of measuring movements of the model abutment and the ground, measured lateral movement of model abutment was found to be within the allowable value so that stability of abutment against lateral sliding was secured.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1992년도 가을학술발표회 논문집
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• pp.149-155
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• 1992

In case of construction of the final refuse disposal site on the ground where 20m soft clay layer is deposited, Sand Compaction Pile(SCP) was driven with a view to increase the strength and reduce the settlement when the reclaimed revetment intend to be constructed first in a short time. Field monitoring method is carried out in order to overcome the problems of settlement and stability in the construction of the reclaimed revetment and the assumed problems in the design of composite ground. In this paper the observed data from monitoring sections are analysed, fedback to the desigh and field, and compared with FEM analysis. Conclusions are as follow: in case of 70% replacement the use of modified soilparameters makes the FEM analysis of SCP possible. In case of 27% replacement, n(stress concentration ratio)=0.2-0.3, B(measured settleme reduction coefficient)=0.43 are evalated. Also, horizontal displacement is remarkably happened around the ground.

• 산업기술연구
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• 제26권B호
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• pp.93-99
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• 2006

Centrifuge model experiments were performed to investigate the confining effects of the sheet piles, installed to the sides of soft clay ground treated with sand compaction piles, on the bearing capacity and concentration ratio of composite ground. For the given g-level in the centrifuge model tests, replacement ratio of SCP and the width of surcharge loads on the surface of ground with SCP, the confining effects of installing the sheet piles on the edges of SCP ground on the bearing capacity, change of stress concentration ratio and failure mechanism were investigated. Kaolin, one of typical clay mineral, and Jumunjin standard sand were used as a soft clay ground and sand compaction pile irrespectively. As results of experiments, lateral confining effect by inserting the model sheet piles fixed to the loading plate was observed. For the strip surcharge loading condition, the yielding stress intensity in the form of the strip surcharge loads tends to increase with increasing the embedded depth of sheet piles. The stress concentration ratio was found not to be influenced consistently with the embedded depth of sheet piles whereas the effect of stress intensity on stress concentration ratio shows the general trend that values of stress concentration ratio are relatively high at the initial stage of loading and tend to decrease and converge to the certain values. For the failure mechanism in the case of reinforced with sheet piles, displacement behavior related to the punching failure, settlement right beneath the loading plate occurred since the soil was confined with sheet piles, was observed.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2000년도 추계종합학술대회 논문집(1)
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• pp.453-456
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• 2000

This paper describes IMT-2000 Testbed System which consists of ATM based IMT-2000 exchange(A-lMX), RNC simulator, HLR simulator, SCP simulator, B-ISDN subscriber simulator and MS simulator. Simulators were developed to verify the mobile functions and basic services of IMT-2000 like Videophone, VoD(Video on Demand), and Internet access. UPT(Universal Personal Telecommunication) service could be adapted well to this testbed system. Until the entire network elements are developed fully, this testbed system can be used to prove new services in IMT-2000 network.

• 산업기술연구
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• 제27권A호
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• pp.121-130
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• 2007

Centrifuge model tests were performed to find appropriate equations proposed previously of estimating the bearing capacity of the composite clayey soil reinforced with sand compaction pile. Model tests were carried out with changing the replacement ratio of SCP (20%, 40%, 70%), contents of fine materials (5%, 10%, 15%) and ratio of treated width to loading width (1B, 2B, 3B). Test results about bearing capacity of the composite ground were obtained by performing the surcharge load tests with measurements of applied loads and vertical displacement. Bearing capacities against bulging and shear failures were estimated by the existing equations. As results of comparing the estimated bearing capacity with experimental values the bearing capacities estimated by Greenwood's equation (1970) for bulging failure mode were similar to the test results.

• 한국산학기술학회논문지
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• 제15권5호
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• pp.3074-3078
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• 2014

본 논문은 무선 근거리 네트워크(WLAN)대역의 Access Point(AP)용 이중대역 슬롯결합 패치(SCP) 안테나에 관한 것이다. 본 논문의 안테나는 세 개의 적층 구조로 구성되었고, 두 개의 방사체로 이루어져있다. 첫 번째 방사체는 2.4-2.483 GHz 대역에서 동작하는 슬롯형태의 나비넥타이(bow-tie) 안테나이다. 두 번째 방사체는 4.095-5.845 GHz에서 동작하는 기생 소자(parasitic element)들을 포함한 패치안테나이다. 높은 이득과 넓은 대역폭은 우수한 무선 접속의 중요한 요소이다. 대역폭을 넓히기 위해서 첫 번째 방사체에서 커플링 급전(coupling feed)이 사용되었고, 두 번째 방사체에 기생 패치(parasitic patch)를 사용하였다. 그리고, 지향성(directivity)과 격리도(isolation)를 향상시키기 위해 기생 패치(parasitic patch)와 초크(chock)를 고안하였다. EM 시뮬레이션을 통하여 분석하였고, 측정하여 결과를 확인하였다. 동작 주파수에서 -11dB 이하의 반사계수(S11)를 보여준다. 최대이득은 첫 번째 안테나에서 6 dBi이상, 두 번째 안테나에서 8 dBi이상이다.

• 산업기술연구
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• 제25권B호
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• pp.63-71
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• 2005

This paper is an experimental result of investigating lateral soil movements at piled bridge abutments by using the centrifuge model facility. Three different centrifuge model experiments, changing the methods of ground improvement at bridge abutment on the soft clayey soil (no improvement, preconsolidation and plastic board drains (PBD), sand compaction pile (SCP) + PBD), were carried out to figure out which method is the most appropriate for resisting against the lateral soil movements. In the centrifuge modelling, construction process in field was reconstructed as close as possible. Displacements of abutment model, ground movement, vertical earth pressure, cone resistance after soil improvement and distribution of water content were monitored during and after centrifuge model tests. As results of centrifuge model experiments, preconsolidation method with PBD was found to be the most effective against the lateral soil movement by analyzing results about displacements of abutment model, ground movement and cone resistance. Increase of shear strength by preconsolidation method resulted in increasing the resistance against lateral soil movement effectively although SCP could mobilize the resistance against lateral soil movement. It was also found that installment with PBD beneath the backfill of bridge abutment induced effective drainage of excess pore water pressure during the consolidation by embanking at the back of the abutment and resulted in increasing the shear strength of clay soil foundation and eventually increasing the resistance of lateral soil movement against piles of bridge abutment.

• 한국벤처창업학회:학술대회논문집
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• 한국벤처창업학회 2021년도 춘계학술대회
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• pp.33-42
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• 2021

Based on the findings of Lee et al.(2020) and Lee & Oh(2021), this paper aims to fill the gap in our knowledge regarding the relationship between strategic choices and corporate growth by utilizing a novel dataset of 'Unicorn' and 'Hyper-growing' companies. Two previous studies provide coherent findings that the relationship between firms' strategies and their performance should be explored under a more comprehensive framework with consideration of both internal and external factors. Therefore, in this study, we apply a single conceptual framework to two different datasets, which considers the strategy factors as independent variables, and the industry(market) and the firm age as moderating variables. For our dependent variables, valuations for unicorn companies and revenue CAGR for hyper-growing companies are used after categorizing them into three uniform groups. The strategy variables include 'Generic (Cost-leadership, Differentiation, focus) strategies', 'Growth(Organic, M&A) strategies', 'Leading(Pioneer, Fast-follower) strategies', 'Target market(B2B, B2C, B2G, C2C) strategies', 'Global(Global, Local) strategies', 'Digital(Online, Offline) strategies.' For industry(market) factors, it consists of historical growth rate for industries and economic, demographic, and regulatory aspects of states and countries. To overcome the differences in their units, they are also uniformly categorized into multiple groups. Before we conduct a regression analysis, we analyze the industry distribution of the 'Unicorn' and the 'Hyper-growing' companies with descriptive statistics at the integrated and individual levels. Next, we employ hierarchical regression models on Study A('Unicorn' companies in 2019) and Study B('Hyper-growing' companies in 2019) under the same comprehensive framework. We then analyze the relationship between the 'strategy' and the 'performance' factors with two different approaches: 1) an integrated regression model with both the sample of Study A and B and 2) respective regression models on Study A and B. This empirical study aims to provide a complete understanding and a reference to which strategy factors should be considered to promote firms' scale-up and growth.