• The Journal of the Korean dental association
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• v.56 no.9
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• pp.462-478
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• 2018

The presence of implant-prosthesis misfits can cause various complications. It is very important to detect misfits to prevent such complications. There are various evaluation methods for misfit assessment including clinical methods and laboratory in vitro methods. The clinical misfit evaluation includes radiographic analysis, visual observation, probing, Sheffield test, evaluation with disclosing materials, and screw resistance test. The laboratory in vitro evaluation method includes indirect modelling evaluation and direct metrological visualization. Of the indirect modelling methods, photoelastic stress analysis, finite element analysis, strain gauge analysis, and microbial colonization analysis were reviewed. Of the direct metrological visualization, microscopic analysis, 3-D photogrammetric analysis, coordinate measuring analysis, and radiographic analysis were reviewed. In this review, the characteristics, advantages and disadvantages of each method were evaluated.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.2
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• pp.130-137
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• 2017

Due to the economic growth and development of construction technology, a role of foundation to resist heavy loads has been increased. In this present study to improve the structural performance of reinforced concrete pile, the precast HPC pile reinforced with rebar and filling concrete was developed and the strength of pile was predicted based on the limit state design method. The safety of HPC pile strength was evaluated by comparing with the design values. The geometry of HPC pile is a decagon cross section with a maximum width of 500 mm and a minimum width of 475 mm, and the hollow head of pile thickness is 70 mm. The inner area of the hollow head part was made as the square ribbed shape presented in the limit state design code in order to achieve horizontal shear strength between pile concrete and filling concrete. From the shear test results, it was found that the stable shear strength were secured without abrupt failure until maximum load stage despite the shear cracks was found. Shear strength is 135% and 119% higher than that of design value calculated from limit state design code. The driving test results of HPC pile according to the presence of additional reinforcement showed the outstanding crack resistance against impact loads condition. From the bending test results the flexural load between PHC pile and HPC pile was 1.51 times and 1.48 times higher than that of the design flexural load of conventional PHC pile.

• Journal of the Earthquake Engineering Society of Korea
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• v.2 no.4
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• pp.73-86
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• 1998

The purpose of this paper is to evaluate the shear stiffness, hysteretic behavior, and ultimate behavior of HDRB(High Damping Rubber Bearing), which will be included in the seismic isolation design guideline as requirements. To do this, two 1/8 scaled HDRB are designed, fabricated, and tested to show the mechanical characteristics. The shear stiffness obtained from the proposed equation of the shear stiffness shows a good agreement with those of the experiments. For analysis of the hysteretic behavior of HDRB using the modified rate model, the parameter equations are obtained from the experiments. Using the obtained parameter equations for the modified rate model, the seismic response analyses are carried out for 1-D system. The results of analysis well follow the hysteretic behavior of HDRB obtained from the experiments. To evaluate the ultimate behavior of HDRB used in this paper, the analyses are carried out using the modified macro model, which can consider the large shear deflection. The critical shear strain(CSS) is defined to express the maximum allowable shear strain and vertical load. From the analyses, the CSS, showing the instability, decreases significantly as increased the vertical loads. The CSS is not appeared for the design vertical load in the used HDRB. In analysis using about 5 times of design vertical load, the HDRB start to show the instability transient and for about 7 times, the CSS is about 350%.

• Korean Journal of Food Science and Technology
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• v.42 no.5
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• pp.515-520
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• 2010

This research investigated benzimidazole residues (albendazole, fenbendazole, flubendazole, thiabendazole, oxibendazole) in livestock products. A total of 270 samples of livestock products (beef, pork and chicken) were purchased from local markets in Korea. Ethyl acetate was used to extract analytes from the sample, after which ethyl acetate extracts were purified using a MCX cartridge. Analytes were detected using liquid chromatography-tandem mass spectrometry. The limit of detection was 0.01-0.04 ppb, the limit of quantification was 0.03-0.13 ppb, the linearity ($r^2$) was 0.9992-1.0000, and the recovery was 70-85%. Residues of benzimidazoles, except for fenbendazole in pork, were not found in any of the 270 livestock samples. Fenbendazole was detected in the range of 1.2 to 3.1 ppb in 12 samples of pork.

• Asia-Pacific Journal of Business Venturing and Entrepreneurship
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• v.12 no.4
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• pp.15-24
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• 2017

The major goal of this paper falls on developing new rational valuation model, to help companies and investors in the early stage of growth as to preparing and negotiating valuation of investment, by applying new reasonable discount indexes of calculating Discount Cash Flow in valuation of the start-up which has been recognized the critical fatal flaws of DCF with them. There are three specific studies done in this paper. First, this paper found the solid and viable bases of rational discount indexes as to applying DCF in valuing companies in the early growth stage with reviewing the previous studies including Berkus method, Scorecard Method, and Risk factor Summation method classified the most effective tools of valuing pre-revenue generating companies. Second, this paper quoted and analyzed the previous models and studies, so called, 'DCF-Prime' of applying DCF method as to value companies in the early growth stage by taking all risk factors innate to the companies in the early growth stage as the discount rate Beta coefficient. Third, this paper propose more viable and solid valuation models, so called, 'DCF-Plus'of combing all validated valuation factors in Berkus, Scorecard, and Risk Factor Summation methods into applying separate discount bracket after DCF Valuation over the companies in the early growth stage instead of taking them as the factors of discount rate, beta coefficient, like the previous model of DCF-Prime. DCF-Plus mainly developed in this paper will not only provide more rational valuation bases as to investment negotiation between companies and investors in the early growth stage, but also providing more accountable guidelines to companies in the early growth as to prepare investment raising and accelerating their company's value by themselves.

• Proceedings of the Korea Water Resources Association Conference
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• 2010.05a
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• pp.377-382
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• 2010

국내에는 약 14,000개의 중 소규모의 저수지들이 있다. 최근에 이상기후로 인한 많은 강우가 발생하여 저수지들의 월류나 파이핑으로 인한 붕괴가 지속적으로 일어나고 있어 많은 인명 및 재산피해가 발생하고 있다. 특히 설계홍수량을 초과하는 월류로 인한 댐 붕괴 발생 시 피해규모가 크기 때문에 전국적으로 본포되어 있는 저수지들의 설계홍수량을 시급히 파악하여 저수지의 수문학적 안전성을 판단하고 설계홍수량이 작은 저수지의 경우 별도로 관리 할 수 있어야 한다. 하지만 기존에 저수지의 안전여부를 판단 할 수 있는 댐 붕괴 모의의 경우 많은 시간과 노력이 요구 되어 저수지의 안전여부를 보다 쉽고 빠르게 판단 할 수 있는 기준 마련이 시급히 필요하다. 본 연구에서는 보다 쉽고 빠르게 소규모저수지의 수문학적 안전성 평가를 할 수 있는 간편법에 대하여 연구 하였다. 연구 방법은 HEC-HMS을 이용한 댐 붕괴와 본 연구에서 제시한 간편법을 통하여 홍수량의 비교 검토 및 저수지의 수문학적 안전성을 평가를 하였다. HEC-HMS의 첨두홍수량은 빈도별 지속시간별 확률강우량을 이용하여 산정하였으며, 가능최대홍수량(PMF)은 실제호우전이법으로 산정한 가능최대강수량(PMP)을 이용하였다. 간편법의 첨두홍수량은 합리식과 통합형 강우강도식을 이용하여 산정하였고, 가능최대홍수량(PMF)은 Creager공식을 이용하여 산1)정하였다. 댐 붕괴의 경우 HEC-HMS에서는 댐 붕괴 모듈을 실행하여 모의를 하였고, 간편법의 댐 붕괴는 여수로의 한계 유출을 파악할 수 있는 위어공식을 이용하여 댐 붕괴 모의를 하였다. 마지막으로 산정된 첨두홍수량과 가능최대홍수량(PMF)을 작성된 수문학적 안전성 평가표에 기입하여 비교 분석하였다. 연구결과 HEC-HMS로 산정한 빈도별 첨두홍수량 가능최대홍수량(PMF)과 간편법으로 구한 빈도별 첨두 홍수량 가능최대홍수량(PMF)의 차이는 약 편차가 50%정도로 간편법으로 구한 첨두홍수량 가능최대홍수량(PMF)이 더 크게 산정되었다. 편차의 발생 이유는 본 연구에서 제시한 간편법의 경우 안전율을 고려한 경험공식을 사용하였기 때문이라고 판단되며, 간편법을 통한 소규모저수지의 수문학적 안전성 평가를 다른 대상지역의 소규모저수지에도 적용하여 보고 수문학적 평가방법이 올바르게 적용 될 수 있는지 확인이 필요하다고 판단된다.

• Journal of Food Hygiene and Safety
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• v.39 no.2
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• pp.61-71
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• 2024

In this study, we analyzed chlorogenic acid indicator components in preparation for the additional listing of green coffee bean extract in the Health Functional Food Code and optimized caffeine for simultaneous analysis. We extracted chlorogenic acid and caffeine using 30% methanol, phosphoric acid solution, and acetonitrile-containing phosphoric acid and analyzed them at 330 and 280 nm, respectively, using liquid chromatography. Our analysis validation results yielded a correlation coefficient (R²) revealing a significance level of at least 0.999 within the linear quantitative range. The chlorogenic acid and caffeine detection and quantification limits were 0.5 and 0.2 ㎍/mL and 1.4, and 0.4 ㎍/mL, respectively. We confirmed that the precision and accuracy results were suitable using the AOAC validation guidelines. Finally, we developed a simultaneous chlorogenic acid and caffeine analysis approach. In addition, we confirmed that our analysis approach could simultaneously quantify chlorogenic acid and caffeine by examining the applicability of each formulation through prototypes and distribution products. In conclusion, the results of this study demonstrated that the standardized analysis would expectably increase chlorogenic acidcontaining health functional food quality control reliability.

• Proceedings of the Korea Technology Innovation Society Conference
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• 2001.11a
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• pp.359-368
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• 2001

수명주기 분석은 성숙한 산업사회에서 파생되는 반대급부의 문제와 여기에서 야기되는 영향을 정량화 하려는 과정에서 쓰이는 시스템 접근법(system approach)의 하나이다. 이 분석은 재화나 용역 혹은 기술의 수명주기 전반에서 발생하는 오염문제를 중심으로 환경에 미치는 영향을 종합적으로 연구하려는 것이다. 이러한 분석 개념의 유용성으로 인해 1990년 대 이후 선진국들에서 활용이 활발해지고 있으며, 최근 우리 나라에서도 생산기술의 환경영향 평가에 적극 활용되고 있다. 이 방법의 적용에는, 특히 계량화 방법으로는, 지금까지 직접조사방법이 주로 적용되고 있으나 이의 적용에는 전문가에 의한 많은 시간과 노력이 경주되어야 하기 때문에 현실적인 어려움에 봉착하게 된다. 이 점에서 본 연구에서는 원자력발전의 환경영향 평가에 있어 기존의 직접조사방법의 어려움을 극복하기 위해 산업연관분석의 활용을 모색하였다. 이 방법은 위와 같이 산업연관 분석이 갖는 본원적 한계에도 불구하고 본래 평가목적을 달성하는 데 있어 신뢰도를 향상시킬 수 있을 것으로 판단된다.

• Proceedings of the Korean Reliability Society Conference
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• 2002.06a
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• pp.111-111
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• 2002

당사 제품인 건설 중장비용 대형 용접 구조물에 대하여, 설계단계부터 구조해석 및 초도품에 대한 Rig Test, 실차 시험 등 여러 단계를 거쳐 내구성을 평가하고 있다. 그러나 용접품 특성상 수명 평가 및 예측이 용이하지 않아 특히 내구성 개선 또는 효율 증대를 위한 경량화 등의 필요에 따른 설계 변경시 시행착오를 거치는 경우가 많다. 이에 개발 일정의 지연, 시험 비용의 증대 등이 불가피하고, 보증 수명의 증대를 통한시장 확대 등에 있어서도 애로가 있다. 또한 기존 Rig Test의 경우도 실제 사용환경과의 차이 등으로 인해 필드에서의 사용 수명을 예측하는데 한계가 있다. 이에 당 센터에서는 통계적 분석을 통한 사용 조건의 DB 구축과 제품 품질 DB의 구축 및 통합을 통하여 제관품의 특성을 반영한 용접 구조물의 가속 수명 평가법의 신뢰도 향상과 시장 목표에 부합하는 최적 설계 달성을 위한 독자적 Tool을 개발하고 있으며, 이에 대한 첫 번째 과제로 기확보 데이터에 대한 상관관계를 분석하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.39 no.2
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• pp.351-359
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• 2019

In order to improve the problem of parking which is getting worse day by day, the municipality carries out a survey on the actual situation of the parking lot supply and demand periodically according to the related law. However, in the existing evaluation method, the parking demand that occurs under the condition that the demand is suppressed by the parking supply and regulation due to the limit of the survey method is investigated. In addition, the analysis is conducted only for the present year, and prediction and analysis of future parking problems are limited. Therefore, we propose a method to evaluate the status of parking supply and demand, which is differentiated to improve the problem of the existing evaluation method. As a result, comparing the existing method with the improved method, it can be seen that the improved evaluation method can be useful for establishing the long-term parking policy for the improvement of parking problems.