• The Journal of the Korea Contents Association
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• v.19 no.1
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• pp.196-204
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• 2019

The purpose of this study is to investigate the effect of tour motivation on satisfaction and revisit intention of Tourists in Jeonju Hanok Village. 450 questionnaires were distributed to tourists in Jeonju Hanok Village and the final 426 copies were used for empirical analysis. The survey was conducted from July 1, 2018 to July 20, 2018, and the convenience extraction method was used. The results of this study are as follows. First, tourists' motivation of tourism was factored by uniqueness, history, education, artistry, and nostalgia. Second, uniqueness and artistic factors have a positive effect on the dependent variables, satisfaction and revisit intention. Third, the satisfaction of tourists had a positive effect on revisit intention. It is necessary to make efforts to combine uniqueness and artistry in all aspects of Hanok Village such as tourism, architecture, environment, sanitation, transportation, food, and lodging. Also, Jeonju Hanok Village should have marketing efforts to attract a large number of tourists.

• 레미콘
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• s.76
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• pp.43-56
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• 2003

• Computational Structural Engineering
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• v.4 no.2
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• pp.111-117
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• 1991

The analysis method calculating the mean and standard deviation for the eigenvalue of complicated structures in which the limit state equation is implicitly expressed is formulated and applied to the buckling analysis by combining probabilistic finite element method with direct differential method which is a kind of sensitivity analysis technique. Also, the probability of buckling failure is calculated by combining classical reliability techniques such a MVFOSM and AFOSM. As random variables external load, elastic modulus, sectional moment of inertia and member length are chosen and Parkinson's iteration algorithm in AFOSM is used. The accuracy of the results by this study is verified by comparing the results with the crude Monte Carlo simulation and Importance Sampling Method. Through the case study of some structures the important aspects of buckling reliability analysis are discussed.

• Journal of the Korean Society of Food Science and Nutrition
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• v.29 no.3
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• pp.506-512
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• 2000

건조 농산물을 비롯한 식품에 대한 방사선 조사가 허가, 시행되고 있으며, 그 적용 범위도 확대되고 있다. 이에 따라 건조 생약재의 위생화의 대체방법으로 방사선 조사 기술의 적용이 산업계로부터 요구되고 있다. 본 연구는 감마선 조사 생약재의 효능 변화 유무를 확인하기 위한 일환으로 수행되었다. 저자 등은 사물탕, 보중익기탕 및 삼령백출산 등이 방사선 방호 효과를 보이는 것으로 이미 보고한 바 있다. 본 실험에서는 감마선 조사(10 kGy)한 이들 한약제 각각의 방사선 방호 효과를 비조사 시료와 비교 평가하였다. 효과평가를 위하여 방사선 조사 마우스에서 소장움 생존시험, 내재성 비장집락 형성시험 및 apoptosis 측정을 시행하였다. 각 한약제의 감마선 조사 시료는 3가지 시험 모두에서 비조사 시료와 유사한 효과를 나타내었으며(p<0.05), 생체내 독성도 나타내지 않았다. 이는 생약재의 여러 가지 고유 효능 중 일부의 안정성으르 확인한 것으로 생각되며, 이 결과로 미루어 보아 감마선 조사 생약재의 효능 안정성은 한의학적 고유의 효능 비교 평가를 통하여 확인될 수 있을 것으로 사료된다. 한편, 저자 등은 감마선 조사 생약재의 유효성분 안정성 및 유전 독성학적 안전성을 확인하여 보고한 바 있다. 이들 결과를 토대로 향후 감마선 조사 행약재의 고유 효능의 안정성에 관한 체계적인 연구결과를 얻는다면 생약재의 위생화 수단으로 감마선 조사기술의 이용이 실용화될 수 있을 것으로 사료된다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.6
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• pp.147-154
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• 2014

The cable damages of the bridge structures induce very important impact on the structural safety, which implies the close monitoring of the cable damage is required to secure sustained safety of the bridges. Most usual available maintenance techniques are based on the monitoring the change of the natural frequency of the structures by damages. However, existing method are based on vibration method to calculate lateral vibration and system identification can calculate the axial stiffness using sensitivity equation by trial error method. But the frequency study by the longitudinal movement need because of the sag effect in system identification. This study proposes a new method to investigate the damage magnitudes and status. The method improves the accuracies in the magnitudes and status of damages by adopting the natural frequency of longitudinal movement. The study results have been validated by comparing them with the approximate solution of FEM. Thus, the relationship of cable damage and frequency appear with relation that the severe damage has the little frequency. If we know the real frequency we can estimate the cable damage severity using this relationship. This method can be possible the efficient management of the cable damage.

• Management & Information Systems Review
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• v.33 no.5
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• pp.249-260
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• 2014

This paper explores the relationship between firm-specific volatility and some firm characteristics such as size, the market-to-book ratio of equity, PER, PBR, PCR, PSR and turnover in KOSDAQ market. In addition, I investigate whether portfolios with difference to realized range-based volatility and firm-specific volatility have different investment performance using CAPM and FF-3 factor model. The main findings of this study can be summarized as follows. First, firm-specific volatility have mostly positive relationship between firm-specific volatility and some firm characteristics. Second, this study found that realized range-based volatility and firm-specific volatility are positively related to expected return. It means that portfolios with high idiosyncratic volatility have significantly higher expected return than portfolios with low firm-specific volatility.

• Journal of the Korean Geotechnical Society
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• v.17 no.2
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• pp.5-12
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• 2001

고유기질토의 정규압밀과 과입밀에 대한 압밀특성을 연구하기 위하여 전북지역에서 채취한 2종류의 고유기질토 IS와 YJ를 사용하여 일련의 실내 표준압밀시험과 반복압밀시험을 수행하였다. 전북지역 대표적인 고유기질토의 물리적 특성은 유기물함량이 각각 58%와 72%, 자연함수비 487%와 635%, 초기공극비 7.02와 9.72이었다. 표준압밀시험결과 K, $M_{v}$ , $C_{v}$ 는 압밀하중이 증가함에 따라서 선행하중을 경계로 일반 점토보다 크게 감소하는 특성을 보였다. 또한 2단계, 3단계 반복압밀 시험결과 K, $M_{v}$ 는 압밀하중이 증가함에 따라서 완만하게 감소하였으며 표준압밀시험결과보다는 작게 나타났다. 2단계 반복압밀의 경우 $C_{v}$ 는 정규압밀영역에서 표준압밀시험결과보다 약 10-12배정도 크게 나타났다. $C_{c}$ , $C_{a}$ 는 압밀하중이 증가함에 따라서 각각 선행하중의 약 2.5배, 3배 하중을 정점으로 크게 증감하는 고유기질토 고유의 특성을 나타냈다. 고유기질토의 $C_{c}$ , $C_{a}$ 는 일반 점토보다 압밀압력 의존성이 큰 특성을 나타냈으며 최대값도 각각 2.9-3.8, 0.3-0.4로 일반 점토보다 큰 값을 보였다. 2단계, 3단계 반복압밀시험결과 $C_{c}$ , $C_{a}$ 는 압밀하중이 증가함에 따라서 약간 증가하였다. $C_{a}$ 는 OCR이 증가함에 따라서 감소하였으며 특히 OCR이 1-2 범위에서 감소폭이 크게 나타났다. 고유길토의 제압밀계수는 반복회수 및 하중의 크기 등에 따라서 큰 영향을 받으며 또한 과압밀 크기의 대소는 고유기질토의 $C_{a}$ 에 큰 영향을 미치는 것으로 생각되어 이 분야에 대한 더 많은 연구가 필요하다.

• Science of Emotion and Sensibility
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• v.22 no.3
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• pp.21-34
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• 2019

This study was an examination of the relevance and clinical significance of electroencephalographic (EEG) indexes (e.g., mental/physical stress and attention) and indexes of heart rate variability (HRV) with regard to cognitive function and physiological health conditions in elderly people. A device was used to record two-channel EEGs of the frontal lobe and a one-channel ECG simultaneously. Subjects were 76 people average aged 73. The significant findings are as follows: First, subjects whose intrinsic alpha rhythm had high amplitude, regardless of peak, showed higher resistance to mental stress and lower physical stress than did subjects with low-amplitutde intrinsic alpha rhythm. Second, HRV, SDNN, and RMSSD indexes showed strong positive correlations between the two groups of subjects regardless of the division of groups. Third, the alpha asymmetry of the left and right sides of the brain in subjects with low-amplitude intrinsic alpha rhythm was larger, and the delta/alpha ratio (reflecting physical stress) and theta/sensorimotor rhythm (SMR) ratio (showing the decline in attention) were bigger. Fourth, the subjects in whom intrinsic alpha rhythm peak occurred during slow rhythm had a higher theta/SMR ratio than did subjects whose peak occurred during fast rhythm, which was related to a steeper decline in attention. Therefore, the presence or absence of intrinsic alpha rhythm peak and amplitude on quantitative EEG may be an index reflecting the cognitive function and physiological health of elderly people.

• Journal of the Korea Concrete Institute
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• v.13 no.4
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• pp.329-335
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• 2001

Recently, in many laboratories and institutes it is being studied on the high flowing concrete widely, which has high fluidity, non-segregation ability and fillingability, and sometimes being applied to the construction field actually. And the fluidity properties of high flowing concrete are influenced according to the several factors ; binder content, water/binder ratio and water content etc. This is an experimental study to compare and analyze the effect of water/binder ratio and water content on the properties of high flowing concrete. For this purpose, the mix proportion of high flowing concrete according to water/binder ratio(W/B : 0.30, 0.35, 0.40, 0.45) and water content (W : 155, 165, 175, 185 kg/㎥) was selected. And then slump-flow, V-lot, L-passing test in fresh concrete, and compressive strength, freezing and thawing test in hardened concrete were peformed. According to test results, it was found that the viscosity of all those high flowing concrete with the water content 175 kg/㎥ was satisfied with 50 cm pass time of slump flow prescribed by Japanese Architectural Standard Specification (JASS 5) - from 3 to 8 seconds. And non-segregation ability of concrete with W/B 0.35 was better than the other mix proportions. Especially, the compressive strength after curing 24 hours(1 day) of all high flowing concrete was higher than that prescribed by JASS 5(50 kgf/㎠).

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.5C
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• pp.185-192
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• 2012

The objective of this study is to present and verify a method for evaluating the fundamental period of a rockfill dam using artificially generated vibration from a blasting event. In this study, the artificial blasting vibration tests were carried out at the site adjacent to the existing Seongdeok Dam for the first time in Korea. The artificial vibrations were induced by 4 different types of blasting with the various depths of blasting boreholes and the various explosive charge weight. During the tests, the accelerations time histories were recorded at the crest of the dam. In this acceleration history, only free vibration decay part following the main vibration event was extracted and it was analyzed by frequency domain analysis using Fast Fourier Transform (FFT). From the results of FFT, the fundamental period of the target dam was evaluated. It is found that the effect of different blasting types on the fundamental period of the target dam is negligible and the fundamental period of the target dam can be consistently obtained by blasting vibration tests. Furthermore, it is found that the period of the target dam calculated by the method using blasting vibration test is similar to that obtained by the method of previous researchers using the real earthquake records. Therefore, in case that the earthquake record is not available, the fundamental period of a rockfill dam can be reasonably evaluated if blasting vibration test is allowed at the site adjacent to the dam.