• 감성과학
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• 제25권4호
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• pp.45-52
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• 2022

최근 신체활동에 대해 인식하는 센서와 그 제품군에 대한 관심 및 수요가 증가하고 있다. 특히 유연하고 연신이 가능하며 사용자의 생체신호를 감지할 수 있는 웨어러블 소재에 대한 개발이 주목받고 있다. 본 연구에서는 소수성 소재에 Micro Needle을 통해 미세 구멍을 형성한 후 SWCNT 분산용액에 대한 함침 효율을 향상시키는 실험을 수행하였다. 본 연구에서는 구멍을 뚫지 않은 소재를 대조(control) 군으로 함침을 진행, 비교 분석하였다. 센서의 전기전도도를 평가하기 위해 Strain UTM (Universal Testing Machine, UTM, Dacell)과 저항을 측정하는 멀티미터(Keysight)를 이용해 센서를 인장했을 때의 센서의 전기전도도를 측정하였다. 또한 센서의 내구성을 평가하기 위해 시료별로 500회 인장을 진행한 후에 센서의 전기전도도를 평가하였다. 그 결과 Needling을 한 센서의 전기전도성이 Needling을 하지 않은 센서에 비해 최소 16배 이상 뛰어남을 알 수 있었다. 또한 센서의 초기 저항에 비해 게이지 팩터도 우수해 센서로서 좋은 성능을 확인할 수 있었다. 이를 통해 친수성 소재에 비해 물성이 뛰어나지만, 높은 표면장력 때문에 함침 효율이 좋지 않았던 소수성 소재의 함침 효율을 높여 신체의 움직임을 더 효과적으로 감지하고 내구성과 활용 가능성이 뛰어난 센서를 제작했다.

• 한국버섯학회지
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• 제13권3호
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• pp.212-216
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• 2015

느타리 버섯류의 새로운 품종을 개발하기 위해 고품질의 짙은 청회색 느타리 신품종을 육성하였다. 2003년부터 2004년까지 느타리 유전자원의 특성을 검정하였고, 2008년에 수한과 농기201호의 단핵체간 교잡하여 04-154 교잡주를 육성하여 이를 이용해 구슬, 만추리, 야산을 육성하였다. 2012년 구슬의 이핵체와 야산의 단핵체를 교잡하여 우수한 Po2015-75를 선발하여 특성검정, 확대재배를 실시하여 농작물 직무육성 신품종 선정심의회에서 '몽돌'로 명명되었다. 주요특성으로 균사 생장 적온이 $25{\sim}30^{\circ}C$이며 버섯 원기형성 및 발생온도는 $12{\sim}18^{\circ}C$이다. 자실체의 갓 색깔은 짙은 청회색이며 자실체 형태는 깊은 깔때기형이다. 대길이는 $43.4{\pm}5.5mm$, 대굵기는 $14.7{\pm}2.8mm$로 수한에 비해 자실체 대가 다소 얇으나 길이가 긴 편이다. 자실체 수량은 병 당(850 mL) $106.0{\pm}34.4g$으로 수한이 100일 때 몽돌은 123이었다. 가변특성으로는 감자배지와 버섯완전배지에서 균사를 배양한 결과 버섯완전배지에서 생장이 양호하였고 대조구 또한 같은 결과를 보였다. URP primers를 이용하여 새로운 품종 '몽돌'과 모균주에 대한 DNA profile을 분석한 결과 URP prmier 3, URP primer 6에서 몽돌이 양친의 주요 DNA 밴드를 갖고 있으며 대조구인 '수한'과는 뚜렷하게 구분되었다. 신품종 느타리 '몽돌'은 소비자들이 선호하는 짙은 청회색의 갓을 나타내고 대가 다소 얇지만 수한보다 대가 길어 고품질을 요구하는 소비자들을 만족시키는 데 기여할 것으로 기대된다.

• 유기물자원화
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• 제4권2호
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• pp.11-17
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• 1996

자연계로부터 3종의 광합성 세균 strain KN 1-1, KN 2-1과 KN 2-3을 분리하여 돈분 폐수 처리에 대한 연구를 수행하였다. 유기산이 첨가된 배지에서 광합성 세균의 생육은 유기산을 첨가하지 않은 경우에 비해 2~3배 증가하였으며, bacteriochlorophyll a 함량도 1.5~2배까지 증가함을 보였다. 또한 축산 농가에서 직접 채취한 돈분 폐수에 광합성 세균을 첨가하였을 때 COD 감소율은 KN 1-1인 경우 80%, KN 2-1 89%, KN 2-3 75%를 나타내었다.

• 한국농공학회지
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• 제40권5호
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• pp.68-79
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• 1998

In the years, the concern about high-strength concrete which is new material has been heightened as a result of active research and development. Recently, as the building structure has been being bigger, higher, longer and more specialized, the demand of material with high-strength concrete for building has been increasing. The demand of high -strength concrete is expected to increase with expansion of usage about the complex concrete structures such as bridge structure as well as nuclear plants, underground structures, hydraulic structures and arctic area sturctures. In this research, silica-fume was used as an admixture in order to get a high-strength concrete. Water/binder ration was limited no more than 18 percent and the amount of unit cement was increased. In this study, a number of trial in concrete mix was carried out to get optimal mix design, and the target slump with $10{\pm}2cm$ was set for in-situ construction. High-strength concrete with cylinder strength of 1,200kgf/$cm^2$ in the 28-days was produced and tested. The static test was carried out to measure the ultimate load, the initial load of flexural and diagonal cracking, crack patterns, fracture modes. The load versus strain and load versus deflection relations were obtained form the static test. The test results were compared with the shear strengths predicted by the equations of ACI code 318-89 and orther researchers. Based on the test results, shear strength equation of reinforced concrete beam using high strength concrete was proposed. Form an evaluation of the results of this experimental investigation, it was concluded that shear strength after diagonal tention cracking diminished with the increase in compressive strength for beams.

• Smart Structures and Systems
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• 제21권4호
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• pp.479-491
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• 2018

Shape memory alloys (SMA) exhibit superelasticity which refers to the capability of entirely recovering large deformation upon removal of applied forces and dissipating input energy during the cyclic loading reversals when the environment is above the austenite finish temperature. This property is increasingly favored by the earthquake engineering community, which is currently developing resilient structures with prompt recovery and affordable repair cost after earthquakes. Compared with the other SMAs, NiTi SMAs are widely deemed as the most promising candidate in earthquake engineering. This paper contributes to evaluate the seismic performance of properly designed concentrically braced frames (CBFs) equipped with NiTi SMA braces under earthquake ground motions corresponding to frequently-occurred, design-basis and maximum-considered earthquakes. An ad hoc seismic design approach that was previously developed for structures with idealized SMAs was introduced to size the building members, by explicitly considering the strain hardening characteristics of NiTi SMA particularly. The design procedure was conducted to compliant with a suite of ground motions associated with the hazard level of design-basis earthquake. A total of four six-story CBFs were designed by setting different ductility demands for SMA braces while designating with a same interstory drift target for the structural systems. The analytical results show that all the designed frames successfully met the prescribed seismic performance objectives, including targeted maximum interstory drift, uniform deformation demand over building height, eliminated residual deformation, controlled floor acceleration, and slight damage in the main frame. In addition, this study indicates that the strain hardening behavior does not necessarily impose undesirable impact on the global seismic performance of CBFs with SMA braces.

• 국제초고층학회논문집
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• 제6권3호
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• pp.249-259
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• 2017

The use of high-strength steels in construction of highrise and mega building structures can bring about many technological advantages from fabrication to erection. However, key design criteria such as local and lateral stability in current steel design specifications were developed based on tests of ordinary steels which have stress-strain characteristics very different from that of high strength steels. A series of tests on 800 MPa tensile strength steel (HSA800) members are summarized in this paper which were conducted to investigate the appropriateness of extrapolating current ordinary-steel based design criteria to high strength steels. 800 MPa I-shape beam specimens designed according to flange local buckling (FLB) criteria of the AISC Specification developed a sufficient strength for elastic design and a marginal rotation capacity for plastic design. It is shown that, without introducing distinct and significant yield plateau to the stress-strain property of high-strength steel, it is inherently difficult to achieve a high rotation capacity even if all the current stability limits are met. 800 MPa I-shape beam specimens with both low and high warping rigidity exhibited sufficient lateral torsional buckling (LTB) strength. HSA800 short-column specimens with various edge restraint exhibited sufficient local buckling strength under uniform compression and generally outperformed ordinary steel specimens. The experimental P-M strength was much higher than the AISC nominal P-M strength. The measured residual stresses indicated that the impact of residual stress on inelastic buckling of high-strength steel is less. Cyclic seismic test results showed that HSA800 members have the potential to be used as non-ductile members or members with limited ductility demand in seismic load resisting systems. Finally, recent applications of 800 MPa high strength steel to highrise and mega building structures in Korea are briefly presented.

• Earthquakes and Structures
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• 제10권2호
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• pp.329-350
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• 2016

A parametric study was conducted to investigate the seismic deformation demands in terms of drift ratio, plastic base rotation and compression strain on rectangular wall members in frame-wall systems. The wall index defined as ratio of total wall area to the floor plan area was kept as variable in frame-wall models and its relation with the seismic demand at the base of the wall was investigated. The wall indexes of analyzed models are in the range of 0.2-2%. 4, 8 and 12-story frame-wall models were created. The seismic behavior of frame-wall models were calculated using nonlinear time-history analysis and design spectrum matched ground motion set. Analyses results revealed that the increased wall index led to significant reduction in the top and inter-story displacement demands especially for 4-story models. The calculated average inter-story drift decreased from 1.5% to 0.5% for 4-story models. The average drift ratio in 8- and 12-story models has changed from approximately 1.5% to 0.75%. As the wall index increases, the dispersion in the calculated drifts due to ground motion variability decreased considerably. This is mainly due to increase in the lateral stiffness of models that leads their fundamental period of vibration to fall into zone of the response spectra that has smaller dispersion for scaled ground motion data set. When walls were assessed according to plastic rotation limits defined in ASCE/SEI 41, it was seen that the walls in frame-wall systems with low wall index in the range of 0.2-0.6% could seldom survive the design earthquake without major damage. Concrete compressive strains calculated in all frame-wall structures were much higher than the limit allowed for design, ${\varepsilon}_c$=0.0035, so confinement is required at the boundaries. For rectangular walls above the wall index value of 1.0% nearly all walls assure at least life safety (LS) performance criteria. It is proposed that in the design of dual systems where frames and walls are connected by link and transverse beams, the minimum value of wall index should be greater than 0.6%, in order to prevent excessive damage to wall members.

• 콘크리트학회논문집
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• 제21권1호
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• pp.75-84
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• 2009

이전 연구에서 제안된 변형률 기반 전단강도모델에 근거하여, 프리스트레스트 콘크리트 보의 전단강도를 예측하기 위한 해석모델을 제안하였다. 전단보강 되지 않은 콘크리트 보에서는 일반적으로 인장대보다 콘크리트 압축대가 주로 전단력에 저항한다. 콘크리트의 전단성능은 콘크리트의 재료 파괴기준을 통해 정의된다. 압축대의 전단성능은 단면에 작용하는 수직응력과의 상관관계를 고려하여, 경사 파괴면을 따라서 산정된다. 압축대의 수직응력 분포는 부재의 휨변형에 따라 변화하므로, 압축대 단면의 전단성능은 휨변형에 대한 함수이다. 보의 전단강도는 전단성능 곡선과 전단수요 곡선의 교점에서 결정된다. 제안된 해석모델을 기존 연구자들의 실험 연구 결과와 비교한 결과, 실험체의 전단강도를 정확하게 예측하였다.

• 한국자원식물학회:학술대회논문집
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• 한국자원식물학회 2010년도 정기총회 및 추계학술발표회
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• pp.15-15
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• 2010

Ginseng contained many different kinds of saponin which was the most valuable for people, but its yield cannot satisfy the demand using traditional extract methods. Enzyme transformation is a conformable and highly performed method which was fit for today. A ${\beta}$-glucosidase producing bacterium ($DCY51^T$) was isolated from Korean fermented-vegetable food kimchi. The 16S rRNA gene sequence analysis revealed that the strain $DCY51^T$ belongs to the genus Lactobacillus. The highest sequence similarity was found with Lactobacillus paracollinoides LMG $22473^T$ and Lactobacillus collinoides LMG $9194^T$ with levels of 16S rDNA similarity of 97.4% and 97.3%, respectively. Based on the above results the strain $DCY51^T$ placed in the genus Lactobacillus and proposed a new species, Lactobacillus kimchicus sp. nov. $DCY51^T$ (= KCTC $12976^T$ = JCM $15530^T$). It was culture solution reacted with Red Ginseng extract and $Rb_1$, respectively. The medium of bacteria was the liquid of MRS, the temperatures of growing and reacting between bacteria liquid and saponin were samely $37^{\circ}C$, there spective reacting time were 12 hours and 48 hours. Thus we got different saponins, and TLC and HPLC analysis showed that: enzyme respectively reacted with $Rb_1$ and Red Ginseng extract got the transformed saponin, respectively. The polarity position in TLC was a little higher than Rd; and the polarity position was the same as that of Compound K's, the saponin obtained from HPLC and other experimental results was not Compound K. The constitution of its saponin was hoped to be further confirmed.

• 한국건설순환자원학회논문집
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• 제6권3호
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• pp.222-227
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• 2018

최근 콘크리트 전주의 20~30년 이상 경과로 인한 노후화와 각종 자연재해로 인하여 전주의 손상/파괴로 인해 유지 보수에 대한 요구가 증가하고 있다. 이를 위해 최근 전 세계적으로 구조물에 발생한 균열을 스스로 치유하여 유지보수비용을 감소시킬 수 있는 자기치유 콘크리트 기술의 연구가 활발하게 이루어지고 있다. 이에 본 논문에서는 Fly ash, GGBS, CA 등이 혼입된 변수의 균열자기 치유 콘크리트를 이용하여 10m 크기의 실제 전주 10개를 제작하여 휨강도실험을 수행하였다. 고로 슬래그를 첨가한 콘크리트의 압축강도가 우수한 것으로 나타났으나, 플라이 애시를 첨가한 콘크리트는 기준강도에 다소 미달하는 것으로 나타났다. 또한 실험체의 균열하중은 KS F 4304 기준을 만족하였으며, 하중-처짐 및 변형률 관계의 경우, 플라이 애시를 첨가 실험체의 경우에는 유사한 거동을 보였지만, 고로 슬래그가 함유된 실험체의 경우 균열발생 후 결정촉진제가 혼입된 실험체는 대량의 변형률이 발생하는 것으로 나타났다.