• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2005년도 Proceedings of ISRS 2005
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• pp.534-537
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• 2005

Polarization of the radar wave refers to the ellipticity angle and orientation angle of the polarization ellipse. An evaluation of the polarization response can help understand the scattering mechanisms involved for a particular area of interest or provide information for image classification and algorithm section. C- and L-band polarization responses measured at urban area show the results that the polarization behavior for dihedral comer reflector or short, thin cylinder reflector appears at located in city streets or buildings site which are lined up and the polarization behavior for a large conducting sphere appears at parts of test site particularly river, flat, and vegetated areas. Also, the co- and cross-polarized response graphs and polarimetric parameters are discussed.

• 대한안전경영과학회지
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• 제14권3호
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• pp.39-48
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• 2012

Risk Assessment to list possible safety disasters and their probability and severity is the starting point for effective safety management on construction project site. However, the safety managers in owners, construction supervisors, contractors, and sub-contractors still have difficulties in judging the priorities of safety activities and preparing responses to each potential safety disasters. Therefore, this study aimed to suggest a systematic method in assessing safety risk prior to commencement with the agreement of stakeholders. FMECA(failure mode effects and criticality analysis) was selected as a main assessment tool and it was modified according to the characteristics of construction projects and trades. Each risk is, firstly, evaluated with occurrence probability, possible loss and impacts to projects, and detections, and then risk priority number(RPN) is calculated. Subsequently, the managers of each stakeholder discuss the types, timing, and responsibilities of responses as a group decision-making process.

• 대한토목학회논문집
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• 제33권1호
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• pp.71-80
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• 2013

설계를 위한 교량의 해석모델은 구조물의 안전성을 확보하기 위해 자중 및 외부하중은 되도록 크게, 구조물의 강성은 되도록 작게 평가하는 것이 일반적이다. 때문에 설계모델을 이용한 버페팅 응답은 실제 공용교량의 버페팅 응답과 차이를 나타낸다. 공용교량의 버페팅 응답을 정확하게 예측하기 위해서는 공용교량의 동적특성을 계측하여 해석모델이 계측값을 반영하도록 수정하여야 한다. 일반적으로, 실제교량과 동일한 고유진동수를 갖는 MBM(Measurement -based Model)을 구축하기 위해 설계모델의 다양한 물성치를 파라미터로 조정하며 계측된 고유진동수와 일치시키는 MTM(Manual Tuning Method)이 사용되고 있다. MTM은 파라미터의 초기치 설정에 따른 임의성이 높고 여러 수렴점을 가질 수 있어 분석에 상당한 노력이 소요된다. 본 연구는 버페팅해석에 널리 적용되고 있는 단일모드 주파수영역 해석법이 구조물의 모드형상, 고유진동수 및 감쇠비의 동적특성만을 이용하는 점에 착안하여 MTM과정 없이 설계모델의 버페팅 응답을 공용교량의 버페팅 응답으로 보정하는 BRCM(Buffeting Response Correction Method)을 제안하였다. BRCM은 설계모델의 모드형상 별 버페팅 응답을 공용교량의 고유진동수만으로 보정하는 방법이다. 공용교량의 고유진동수는 상시진동에 의한 계측 가속도로부터 산정하였다. BRCM의 적용성을 단순보 모델의 시간이력 버페팅해석을 수행하여 수치적으로 평가하였으며 공용교량모델을 이용한 버페팅해석결과, BRCM과 MTM의 응답 차이는 3% 이하로 나타났다. 공용교량의 실시간 계측시스템에 BRCM을 도입할 경우 사장교의 유지관리 효율성을 높일 수 있을 것으로 기대된다.

• 대한토목학회논문집
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• 제36권3호
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• pp.349-359
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• 2016

공용 중인 교량의 버페팅 응답을 해석적으로 평가하기 위해서는 교량 현장의 난류강도, 난류 스펙트럼, 조도계수, 거스트 계수 등 풍하중에 대한 분석이 우선되어야 하고, 해석 결과는 정적 공기력 계수, 플러터계수, 구조 감쇠비, 공기역학적 감쇠비, 고유 진동수 등 여러 변수에 의해 영향을 받는다. 본 논문에서 대상으로 한 교량은 32년째 공용 중에 있는 교량으로써 교량 주변의 지형조건은 설계 및 시공 당시에 비해 많은 변화가 발생하였으며 최근 기후 변화로 인한 풍 환경 역시 큰 변화가 있다. 이러한 이유로 대상교량에서 실측한 풍속 데이터를 분석하여 난류강도, 난류길이, 지표조도계수, 풍속 스펙트럼 등 교량 현장의 풍하중을 평가하였다. 교량 주변의 풍환경 평가 결과, 대상 교량은 해상교량임에도 불구하고 지표조도구분 II의 특성을 나타내고 있었다. 또한 실측한 구조물의 가속도, 변위 응답 데이터를 통해 대상교량의 감쇠비, 정적 공기력 계수, 고유진동수를 평가하여 계측기반 버페팅 해석 변수를 산정하였다. 계측데이터 기반의 해석 변수와 케이블강교량설계지침에 제시된 해석 변수를 적용하여 총 4가지 경우에 대한 버페팅 해석을 수행하였으며, 그 결과 10분 평균 풍속 25m/s이하에서 측정된 버페팅 응답과 계측 기반 해석 변수를 적용한 해석 응답이 가장 잘 일치함을 확인하였고, 계측 풍속과 Gumbel 확률분포를 이용하여 추정한 200년 재현기대 풍속인 45m/s에서의 버페팅 응답을 제시하였다.

• 대한한의학회지
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• 제29권2호
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• pp.133-150
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• 2008

Objective: This study was performed to examine Danggui (DG, Angelica gigas Nakai)'s potential activity for promoting axonal regeneration in the injured peripheral nerve. Methods: Using the sciatic nerve in the rats, DG extract 5 ${\mu}l$(10 mg/ml in 0.5% saline) was dripped into the injury site of the nerve. Results: DG treatment facilitated axonal elongation responses in the distal portion to the injury site. GAP-43 protein levels were upregulated by DG treatment in the injured nerve and also in the DRG, suggesting the induction of GAP-43 expression at gene expression level after nerve injury. Phospho-Erk1/2 protein levels were upregulated in the injured nerve area and also in the DRG, suggesting retrograde transport of phospho-Erk1/2 protein from the injury area to the cell body. Cdc2 protein levels were slightly upregulated by DG treatment. DG treatment increased the number of non-neuronal cells in the distal portion to the injury site. Conclusions: The present data suggest that DG is effective for enhanced axonal regrowth after sciatic nerve injury.

• Structural Engineering and Mechanics
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• 제44권5호
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• pp.663-680
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• 2012

Previous major earthquakes revealed that most damage of the buried segmented pipelines occurs at the joints of the pipelines. It has been proven that the differential motions between the pipe segments are one of the primary reasons that results in the damage (Zerva et al. 1986, O'Roueke and Liu 1999). This paper studies the combined influences of ground motion spatial variations and local soil conditions on the seismic responses of buried segmented pipelines. The heterogeneous soil deposits surrounding the pipelines are assumed resting on an elastic half-space (base rock). The spatially varying base rock motions are modelled by the filtered Tajimi-Kanai power spectral density function and an empirical coherency loss function. Local site amplification effect is derived based on the one-dimensional wave propagation theory by assuming the base rock motions consist of out-of-plane SH wave or combined in-plane P and SV waves propagating into the site with an assumed incident angle. The differential axial and lateral displacements between the pipeline segments are stochastically formulated in the frequency domain. The influences of ground motion spatial variations, local soil conditions, wave incident angle and stiffness of the joint are investigated in detail. Numerical results show that ground motion spatial variations and local soil conditions can significantly influence the differential displacements between the pipeline segments.

• Asian Pacific Journal of Cancer Prevention
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• 제15권2호
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• pp.793-796
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• 2014

Background: This study aimed to examine possible effects of implementing a national query program on site-specific cancer mortality rates. Materials and Methods: A total of 2,874 query letters were sent out by the Department of Statistics, Ministry of Health and Welfare of Taiwan between January 2009 and December 2011 to medical certifiers who reported "neoplasm with uncertain nature" on the death certificate asking for more detailed information for coding. Results: Of the 2,571 responses, in 1,398 cases (54%) medical certifiers were still unable to determine the nature of the neoplasm. There were four neoplasm sites for which more than 50% of the responses changed the category to malignant, the gastrointestinal system (73%), urinary system (60%), stomach (55%) and rectum (53%). The liver was the cancer site that showed the largest absolute increase in the number of deaths after the query; however, the brain showed the largest relative increase, at 12%. Conclusions: Different neoplasm sites showed different magnitudes of change in nature after the query. Brain cancer mortality rates exhibited the largest increase.

• 대한토목학회논문집
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• 제28권3C호
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• pp.187-196
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• 2008

한반도 남쪽 경계 부근에 위치한 지리산 내의 불교 사찰인 쌍계사에서 1936년 7월 4일 규모 5.0의 지진이 발생하였다. 이 지진으로 인하여 쌍계사 경내 건축물과 구조물이 심각한 피해를 입었으며, 특히 지진시 사찰 내 오층 석탑의 탑두가 전도하여 추락하였다. 이 지진 피해 사례는 역사 지진 발생 이외의 강진 기록이 전무한 중진 지역의 한반도에서의 지반 운동 세기 평가에 유용하게 활용될 수 있다. 쌍계사 부지에서의 국부적 부지 효과 및 그에 따른 지반 운동을 평가하기 위하여, 시추와 크로스홀 및 SASW 시험과 같은 현장 탄성파 시험으로 구성된 종합적인 지반 조사를 사찰 경내에서 수행하였다. 조사된 지반 특성을 토대로, 다양한 지진파를 적용한 부지고유 지진 응답 해석을 0.044g부터 0.220g 범위의 여섯 가지 입력 암반 노두 가속도 수준으로 대표적 쌍계사 부지에 대해 일차원 등가선형 및 비선형 기법을 적용하여 실시하였다. 부지고유 지진 응답 결과로부터 쌍계사의 부지 주기 부근의 단주기 영역에서 증폭된 지반 운동을 확인할 수 있었다. 또한, 본 연구의 부지 응답 해석 결과와 선행 연구의 석탑 실물 크기 지진 시험 결과를 비교 분석하여 1936년 지리산 지진의 암반 노두 지진 세기를 평가하였다.

• 한국의류산업학회지
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• 제13권5호
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• pp.752-758
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• 2011

In this paper, experiments to develop working clothes and evaluated, including the current and material-improved working clothes in relation to physiological functionality measurement. Experiments were conducted on subjects after wearing working clothes in an climate chamber, and the thermo-physiological response, such as human body temperature, micro-climate within the clothes, blood pressure, heart rate were measured. In this manner, the physiological functionality of improved working clothes was compared with that of current working clothes and evaluated. The summary of obtained results is as follows: For physiological functionality evaluation through material-improved working clothes, P working clothes showed significantly lower rectal temperature than C working clothes. For mean skin temperature, P's skin temperature was significantly higher than C's in the second half of the experiment. P working clothes's temperature around the thighs in Micro climate was significantly lower than that of the C working clothes. Also, humidity within the clothes showed similar trends. During the exercise period, C working clothes showed higher blood pressure than P, but P showed higher heart rates than C. Also, the oxygen uptake amount was higher in C than P during the exercise period, it explains that the energy consumption amount of P working clothes was smaller than that of C working clothes. Of the subjective evaluation, for temperature sensation, workers wearing P working clothes felt cooler. For humidity, C working clothes showed more humidity. For comfort, P working clothes were better, and for sense of fatigue, workers felt less tired wearing P working clothes. From results above, we can see that physiological functionality improved in the material-improved working clothes in the working clothes for construction site workers. The improvement of working clothes through functionality improvements not only will provide personal pleasantness to constriction site workers, but will also generate efficiency and productivity improvements at construction sites. All in all, the continuous study of functionality improvements in working clothes taking into consideration the human body's physiological responses is required.

• 한국의상디자인학회지
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• 제18권1호
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• pp.105-120
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• 2016

The purpose of this study is to verify the effects of brand experience on Brand Loyalty according to Emotional Responses. For this study, data were collected through Google questionnaires site. The survey ran from March to May, 2015, the total of 329 respondents was used in analysis. The subject consisted of adults living in domestic region, and convenience sampling. For statistical analysis, AMOS were used to verify the study model. The major results of the research are as follows. First, as to the relation between brand experiences and affectional responses, all of experience dimensions positively affect affectional responses. Second, regarding the relation between brand experience and brand attitude, partially experience dimensions affect brand attitude. Third, affectional responses affect positively brand attachment. Forth, brand attitude affect positively brand attachment. Fifth, brand attachment positively affect attitudinal brand loyalty and behavioral brand loyalty. Finally, with regard to the relation between brand experiences and brand attitude, consumer need for uniqueness has partially moderating effects when behavior experience affect brand attitude.