• 한국지반공학회논문집
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• 제21권9호
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• pp.87-102
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• 2005

기존의 구조물 또는 서비스에 근접한 터널굴착이 지상공간의 부족으로 인해 종종 도심지에서 이루어지며, 이러한 터널굴착으로 발생하는 지반변위가 인접한 구조물에 손상을 발생시킨다. 본 연구는 근거리 사진계측을 이용한 2차원 모형 파일-지반-터널굴착 실험에 초점을 두었다. 실험장비 및 절차와 더불어 마찰이 있는 사질토 지반으로 간주하는 알루미늄 봉의 특성에 대해서 소개하였다. 실험결과, VMS와 EngVis 프로그램을 이용한 포토 이미지 프로세스는 터널굴착으로 인한 파일 선단부의 거동을 측정하는데 유용한 도구임을 잘 보여 주었다. 결론적으로 사진계측기술을 이용한 실내모형실험을 통해 영향권과 관련된 파일 선단부의 거동 데이터를 생성할 수 있다. 본 연구는 사질토 지반에서 터널굴착으로 인한 정규화 된 파일 선단부의 침하를 근간으로 하는 영향권을 제시한다. 이러한 영향권은 실내모형실험과 수치해석을 통해 규명하였다. 모형실험으로부터 정규화 된 파일 선단부의 거동은 수치해석 결과와 잘 일치하였다. 본 논문에서 제시된 영향권은 계획단계에서 터널시공 위치를 선정하는데 유용할 것으로 판단되나, 지반조건을 고려하는 실제 상황에 적용끈기 위해서는 모형파일과 모형터널의 크기에 대한 축척을 실제크기와 맞게 조정해야 한다.

• 한국지반공학회논문집
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• 제20권9호
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• pp.65-75
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• 2004

본 연구는 토목섬유 보강토 구조물의 보강 메카니즘을 규명하고자 하는 목적으로 실시하였으며, 여기서 보강 메카니즘은 전단에 의한 다짐토의 체적 팽창(부의 다일러턴시)을 토목섬유에 의해 구속 억제하는 과정에서 생성되는 효과로 간주하고 있다. 실물 현장시험은 일본 Kanazawa(1994)에서 실시했으며, 실내시험으로는 등체적 전단시험을 실시하여 강도 및 변형특성을 조사하였고, 시험결과를 이용하여 유한요소해석에 필요한 재료 파라메타를 결정하였다. 또한, 탄소성 유한요소 해석을 실시하여 이론치와 실험 결과치를 정량적으로 비교 분석되었으며, 그 결과 유한요소 해석이 현장 시험을 유용하게 설명할 수 있는 것을 알 수 있었다.

• 한국학교ㆍ지역보건교육학회지
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• 제10권2호
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• pp.15-27
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• 2009

Background and Goals: This study set out to apply the Theory of Planned Behavior (TPB), which is known to provide good explanations about human behavior, and test it to see if it could predict safety behavior by affecting the intention for safety behavior and perceived behavioral control and if intention for safety behavior would be influenced by attitude toward behavior, subjective norm, and perceived behavioral control. Methods: The subjects were 98 dental technology majors in D City. The questionnaires were distributed, filled out and collected on the spot. Each item was measured on a seven-point scale, and it's interpreted that the higher mean of each item would translate into safety behavior. Results: The analysis results of the Theory of Reasoned Action (TRA) variables indicate that only subjective norm ($\beta$ = .528, p < .000) had explanatory power of 27.2% (F = 37.170, P <.001) for intention for safety behavior. The results show that subjective norm and attitude toward behavior affect intention for safety behavior. The analysis results of the TPB variables revealed that intention for safety behavior had explanatory power of 26.6% (F = 36.072, p <.000) for behavior. When intention was added by perceived behavioral control, the explanatory power increased to 34.5% (F = 26.530, p <.000). And when it's added by knowledge, the explanatory power increased to 39.0% (F =21.661, p <.000). The results suggest that intention has the biggest influence on predicting safety behavior. Conclusion: The results show that the TPB model by Ajzen (1985) has greater forecasting power for intention and act of safety behavior than the TRA model by Fishbein & Ajzen (1980) and the TPB model can applied in the prediction of safety behavior. Thus safety behavior is considered as behavior whose determination control is limited. And safety education programs that add knowledge to the TPB variables will help the students promote their safety behavior.

• 한국지반공학회논문집
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• 제28권2호
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• pp.23-31
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• 2012

본 연구에서는 사질토 지반에 설치한 원형수직터널에서 아칭효과를 고려한 토압의 거동 특성을 분석하기 위해 실제의 응력상태를 재현할 수 있는 원심모형실험(centrifuge model test)을 수행하였다. 이를 위해 직경 6.0m, 높이 15.0m의 원형수직터널을 대상으로 축소모형 실험체를 제작하였으며, 중력장 75G를 가속하여 2회 반복실험을 수행하였다. 더불어, 지반굴착에 따른 토압의 거동특성과 크기를 분석하기 위하여 모형 수직터널 벽체를 2단으로 분리하여 굴착효과를 모사하였으며, 그 결과를 선행연구에서 제안한 이론토압식과 비교하였다. 실험결과, 원형수직터널에 작용하는 토압은 기존의 2차원(Ko) 토압에 비해 약 70% 가까이 전토압이 저감되는 효과가 관찰되었으며, 이는 3차원 아칭효과에 의해 토압이 경감된 것으로 판단된다.

• Steel and Composite Structures
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• 제18권4호
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• pp.925-946
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• 2015

This paper presents a new cost-effective hybrid GFRP-Concrete deck system that the GFRP panel serves as both tensile reinforcement and stay-in-place form. In order to understand the fatigue behavior of such hybrid deck, fatigue test on a full-scale specimen under sagging moment was conducted, and a series of static tests were also carried out after certain repeated loading cycles. The fatigue test results indicated that such hybrid deck has a good fatigue performance even after 3.1 million repeated loading cycles. A three-dimensional finite element model of the hybrid deck was established based on experimental work. The results from finite element analyses are in good agreement with those from the tests. In addition, flexural fatigue analysis considering the reduction in flexural stiffness and modulus under cyclic loading was carried out. The predicted flexural strength agreed well with the analytical strength from finite element simulation, and the calculated fatigue failure cycle was consistent with the result based on related S-N curve and finite element analyses. However, the flexural fatigue analytical results tended to be conservative compared to the tested results in safety side. The presented overall investigation may provide reference for the design and construction of such hybrid deck system.

• 한국농공학회논문집
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• 제57권6호
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• pp.131-140
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• 2015

This paper presents overall procedure by experimental study in order to deriving design factors of snow removal machine on roof of multi-span greenhouse. For the purpose of the testing, the scale model of the machine was made in the form to drive above the monorail. The test was performed in order to calculating friction coefficient of the machine and shear coefficient between sliced horizontal section of snow at constant temperature and humidity room in National Academic of Agricultural Science. As a result of the laboratory test, shear coefficient between sliced horizontal section of snow were calculated 1.60~2.37. Further investigation, we will study to derive the relationship between the real and scaled model through the field test.

• The Korean Journal of Pain
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• 제36권1호
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• pp.113-127
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• 2023

Background: Resting-state functional connectivity (rs-FC) may aid in understanding the link between painmodulating brain regions and the descending pain modulatory system (DPMS) in fibromyalgia (FM). This study investigated whether the differences in rs-FC of the primary somatosensory cortex in responders and non-responders to the conditioned pain modulation test (CPM-test) are related to pain, sleep quality, central sensitization, and the impact of FM on quality of life. Methods: This cross-sectional study included 33 females with FM. rs-FC was assessed by functional magnetic resonance imaging. Change in the numerical pain scale during the CPM-test assessed the DPMS function. Subjects were classified either as non-responders (i.e., DPMS dysfunction, n = 13) or responders (n = 20) to CPM-test. A generalized linear model (GLM) and a receiver operating characteristic (ROC) curve analysis were performed to check the accuracy of the rs-FC to differentiate each group. Results: Non-responders showed a decreased rs-FC between the left somatosensory cortex (S1) and the periaqueductal gray (PAG) (P < 0.001). The GLM analysis revealed that the S1-PAG rs-FC in the left-brain hemisphere was positively correlated with a central sensitization symptom and negatively correlated with sleep quality and pain scores. ROC curve analysis showed that left S1-PAG rs-FC offers a sensitivity and specificity of 85% or higher (area under the curve, 0.78, 95% confidence interval, 0.63-0.94) to discriminate who does/does not respond to the CPM-test. Conclusions: These results support using the rs-FC patterns in the left S1-PAG as a marker for predicting CPM-test response, which may aid in treatment individualization in FM patients.

• Structural Engineering and Mechanics
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• 제57권5호
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• pp.951-968
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• 2016

Long-span cross-strait bridges extending into deep-sea waters are exposed to complex marine environments. During the construction stage, the flexible freestanding bridge towers are more vulnerable to environmental loads imposed by wind and wave loads. This paper presents an experimental investigation on the dynamic responses of a 389-m-high freestanding bridge tower model in a test facility with a wind tunnel and a wave flume. An elastic bridge model with a geometric scale of 1:150 was designed based on Froude similarity and was tested under wind-only, wave-only and wind-wave combined conditions. The dynamic responses obtained from the tests indicate that large deformation under resonant sea states could be a structural challenge. The dominant role of the wind loads and the wave loads change according to the sea states. The joint wind and wave loads have complex effects on the dynamic responses of the structure, depending on the approaching direction angle and the fluid-induced vibration mechanisms of the waves and wind.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.33-40
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• 2005

Impact-echo test, a kind of simple and economical method to evaluate the integrity of drilled piles has some limitations to use because the stress wave can be generated only on the head of a pile and the wave propagation in the pile with surrounding soils are very complicated. Numerical analyses and model tests in the laboratory have shown that both the ratio of length to diameter of a pile and the stiffness ratio of pile to soil have influence on the resolution of testing results. Full scale testing piles which have artificial defects were used to verify the capability of impact-echo technique as a tool for the pile integrity evaluation. Behaviour of the reflected signal of stress wave was investigated according to the type of defects. Elastic modulus of the pile was calculated using the wave velocity in the pile and the unconfined strength of concrete specimen. Influences of the stiffness difference between the pile and the ground on the characteristics of a wave signal were also examined.

• Journal of Advanced Research in Ocean Engineering
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• 제2권4호
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• pp.179-191
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• 2016

As the demand for renewable energy has increased following the worldwide agreement to act against global climate change and disaster, large-scale floating offshore wind systems have become a more viable solution. However, the cost of the whole system is still too high for practical realization. To make the cost of a floating wind system be more economical, a new concept of tension leg platform (TLP) type ocean floating wind system has been developed. To verify the performance of a 5-MW TLP type ocean floating wind power system designed by the Korea Advanced Institute of Science and Technology, the FAST simulation developed by the National Renewable Energy Laboratory is used. Further, 1/50 scale model tests have been carried out in the ocean engineering tank of the Research Institute of Medium and Small Shipbuilding, Korea. This paper compares the simulation and ocean engineering tank test results on motion prediction and tension assessment of the TLP anchor.